11-0173 (BLCK)In
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 11-00000173
Property Address: 78560 SAGUARO DR
APN: 646-312-045-95 -000000-
Application description: WALL/FENCE
Property Zoning: MEDIUM DENSITY RES
Application valuation: 5254
T-iltt 4 4 Q"
Applicant: Architect or Engineer:
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: License No.:
Date: Contractor:
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).:
() ''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 am exempt under Sec. , B.&P.C. for this reason
/ate:tilli 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
Owner:
WALKER WILLIAM E
78560 SAGUARO DRIVE
LA QUINTA, CA.92253
--------------------
Contractor:
Owner
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/17/11
---------------- --------------
WORKER'S
WORKER'S COMPENSATION ClATION ,
I hereby affirm under penalty of perjury one of the following declarations.
_ I have and willmaintain 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 Policy Number "
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
11 7 00 of the Labor C all forthwith comply with those provisions.
ate plicant `
T
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL.
SUBJECT AN EMPLOYER70 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 dateof 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 j
"co nty7t enter upon the above-mentioned prop _ spection purposes.
/pate,- L `t ' nature (Applicant orIAgent):
Application Number . . . . . 11-00000173
Permit . . . WALL/FENCE PERMIT
Additional desc .
Permit Fee . . . . 81.00 Plan Check
Fee
.00
Issue Date . . . . Valuation
5254
Expiration Date 8/16/11
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
TOTAL OF 95'L.F. 6' GARDEN WALLS @ SIDE
P/L' S, 48. ,L. F. 4,18". GARDEN WALL @ REAR
P/L AND 85 L.F. 5' COURTYARD WALL @
FRONT, ALL PROTO.II.SYSTEM. 2010 CODES.
-----------------_-_-'--------------------- ---------- ---------------------
Other Fees . . . . . . . BLDG SIDS ADMIN (SB1473)
-
.1.00
Fee summary Charged Paid Credited
Due
Permit,'Fee Total 81.00 .00
.00
81.00
Plan Check,Total .00 .00
.00.
.00
Other Fee Total.; 1.00 00
.00
1.00
Grand Total'. 82.00 .00
.00
82.00
LQPERMIT
Bin #
Qty of La Quint
Building & S#ty Division
P.O. Box 1504, 78-495 Calle Tampico
La Quints; CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:
Owner's Name: VAWA(,(,tW AL C— R
A. P. Number:
Address: Q RD
Legal Description: - ------
City, ST, Zip:
a ui)j TA C A. q2 -IS 23
Contractor:_:'
Telepho ::>:,•;..
Address:
Project Description:' L A Q4 �-) •6
City. ST, Zip:
?Mf PT - LAC[Ti 1.30
Telephone:..
Viw%:..n;,:f.
ucno D J Ci--
State Lic. # :
City Lie. #•:
Arch., Engr., Designer.
Address:
S
City., ST, Zip:
Telephone: �' • 4 : �.>. >;
State Lic. #:` �;::.•;::
„ wc;>l ywwiy.
Name of Contact Person:
Construction T . O cy:
yPe • Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW -THIS LINE
#
Submittal
Req'd
Rec'.d
rTRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Caics.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
.Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain pian
Plans resubmitted
Mechanical
Grading plan
P! Review, -ready for corrections/issue
Elecirical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
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
P.O. Box 1504 .
^ '-1 V IN I A, %-ALIFORNIA 92247=1504
78-495 CALLS TAMPICO
LA QUINTA, CALIFORNIA 92253
"Mm
BUILDING & SAFETY DEPARTMENT
PROPERTY OWNER'S PACKAGE
(760) 777-7012
FAX (760) 777-7011
Disclosures & Forms for Owner -Builders Applying for Construction Permits
lm FERT OWNE[t
Dear Property Owner.
An application'for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified at
We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your
respoasbilities and possible risk you may incur by !raving this permit issued in your name as the
Owner -Budder. We will aot issue a budding -permit until you tiave.. read, initialed your understanding of each provision,
signed, and returned this form to us at our official- address indicated. An agent of the owner cannot execute this notice
unless You, the propertyowner, obtain the prior approval of the permitting authority.
VfKf%_17VNVS: Read and initial each statement below to si _--` ou e�rstand or
Z
rtify Y verify this information.
I understand a frequent practice of unlice
-nsed persons is to have the property owner obtain an "Owner -Builder"
b idding permit that erroneously implies that the property owner is providing his or her own tabor and materia! personady. 1, as
an Owner -Builder, may be held liable and subject to serious .financial risk for any injuries sustained by an unlicensed person
and his or her employees while working on my Property. My homeowner's insurance may not provide coverage for those
injuries. I `�'il1Y acting as anOwner-Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property.
t '' `-2_ building permits are not required to be signed I understand build' eq gned by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this. responsibility.
3` I understand as an "Owner -Builder" I am the responsible of
myself from �° PAY record on the permit- [understand that I may protect
yse potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
T:�4_ I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
perrruts and contracts.
I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
o my construction is at least five' dollars ($500), including labor and materials, I may be considered an "employer"
under state and federal law.
6. I understand if I am considered an "employee, mp yer" under state and federal law, I moat register with the state and .federa
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemploymeo
compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financia
risk
understand under California Contractors' State License Law, an Owner -Builder who builds single-family residenti;
s tures cannot legally build them with the in
tent to offer them for sale, unless all work is performed by license
subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performt
under contract with a licensed general building Contractor.
I wataunderstand. as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
ancial or personal igjwies ined by any subsequent ownei(s) that result from any latent construction defects .in the
workmanship or materials.
I understand I may obtain more information regarding my obligations as an "employee' from the Internal Roveuue
Service, the United_S.tates_SmaiLRwiness_Admumi Eation,-the-California_ Department_of_BMefit_Ba�!m_ents. and the California
Division of Industrial Accidents. I also understand 1 may contact the California Contractors' State License Boar ((3M a�, tB t
800-321-CSLB (2752) or www.cilb.ca.gov for more information about licensed contractors.
krio—I am aware of and consent to an Owner -Builder building permit applied for in my name. and understand that I am the
pay legally and financially responsible for proposed construction activity at the following address:
I. I agree that, as the party legally and financially responsible for this proposed coffitruction activity, I will abide by all
ble laws and requirements that.govem Owner -Builders as well as employers.
12. 1 agree to notify the issuer of this form immediately of any, additions, deletions, or changes to any of the information I
have provided on this form. Licensed contractors are regulated by laws designed to protect the public- If you contract with
someone who does not have a license, die Contractors' State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint Your only remedy against unlicensed Contractors may be in civil court- It is also
important for yon to understand that if an'udhccesed Contractor ofemployee of that individual or firm is injured while wmidng
on your property; you may be held habie for damages. If you obtain a permit as Owner Builder and wish to hire Contractors,
you will .be responsible for verifying whether or not those Contractors are properly licensed and the status of dvair worker'
coanpensation iasuranoe coverage.
Before a building permit can be issued, "form must be completed ind signed; by the property owner and returned to
the agency responsible for iaaiag.4he per & '1Vofe: A copy of the property owner's ms's ti'oease, form n0fta%W1*5; or
other verification accepsabie so the agency is required to be presewed when the permit is isn" to vO* the pr+opeM
owner's signature.
Signature of property owner Date: Z- l
Note: The following Authorization Forpt is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Budder -
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the"execution of which I understand. is my personal responsibility, I hereby authorise
the following,petson(s) to act as my agents) to'apply for, sign, and file the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the ab
information and certify its accuracy. Note: A copy of the owner's driver's License, form notarization, or other verification
acceptable to the agency is required to be presented when the permit. is issued to verify the property owner's signature.
Property Owner's Signature: Date:
NOTES:NOTE:
FACE OF FOOTING
TO TOP OF SLOPE.
FACE OF FOOTING
TO TOP OF SLOPE.
MIN. DEPTH OF DIP OR
OR TRENCH FOOTING 13"
MINIMUM DEPTH OF
DIA PIER
12" OR MORE
2'-4"
30-6-
6" TO 11"
GENERAL. TOTES
PROTO II FENCE WALL SCHEDULE •
1. POST TENSIONED ROD.
6. #4 REINFORCING WITH 6" HOOK
7.
END OR CORNER OF WALL MAY START 11.
PROM II WALL.
15.
RUN HORIZONTAL JOINT REINFORCING
• SEE 8" ROD VARIANCE SPEC AT NOTES
3"
1 20"
20"
ON CENTER
DEPTH **
2. END OF WALL.
INTO FOOTING BELOW. FILL WITH
WITH #4 VERTICAL REBAR, GROUT SOLID 12.
16 MASONRY PIER WITH 4 #4 VERTICAL
ON CENTER
THROUGH PIER STOP AT FACE OF
NO. 5 AT BOTTOM OF WALL SCHEDULE.
RODS WITH 3" HOOKS. ROLL THREADS AT
1. THE PROTO-II WALL IS DESIGNED FOR WIND AND SEISMIC FORCES AS REQUIRED AND APPROVED
ALLOWED. PROVIDE CONSOLIDATION OF
_
PER 2007 CBC/06 IBC
3. RODS AT 12 EITHER SIDE OF A
GROUT OR 8 HIGH LIFTS OF MORTAR.
FOR SECTION
THEN SPACE FIRST POST TENSION
AND 1 #2 TIE AT TOP OF PIER.
5.
PIER AT CONTRACTORS OPTION.
8" VARIANCE APPLIES TO ALL RODS
APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS;
BY THE LOCAL JURISDICTION. SEE SCHEDULES FOR EXPOSURE, WIND FORCES, POST TENSIONED
W 0
Q 1w_
FILL W/ COMPACTED FILL OR CONCRETE.
METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND
CONTROL JOINT OR END OF WALL.
6A. POST TENSIONED ROD SPACING PER
13"0 x 3'-9" DEEP CIRCULAR PIER FTG. MAY
ROD PER SCHEDULE. REBAR MAY 13.
12 SQUARE MASONRY PIER WITH
16.
ALL VERTICAL MASONRY PIER REINFORCING
»
EXCEPT THOSE AT CONTROL JOINTS
6"DEEP AT TOP OF FOOTING.
ROD SPACING, FOOTING SIZES, ETC. CONTRACTOR IS RESPONSIBLE TO VERIFY REQUIREMENTS
WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH
SETTING PAD TO REMAIN THE SAME.
EXPLANATION OF WIND LOAD DESIGNATIONS:
DETAIL 3 FOR
4. NOT USED.
SCHEDULE BUT NOT TO EXCEED
AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES.
SUBSTITUTE FOR P.T. ROD AT CORNER
1 #5 VERTICAL.
JUNCTION OF POST TENSION ROD AND
SHALL HAVE 6 HOOKS AT BOTTOM
AND END OF WALL.
iii
THE APPROVED SITE PLAN SOILS REPORT AND/OR APPLICABLE CODE REQUIREMENTS.
14.1 PSF
ASCE 7-05
I = 0.87 (CATEGORY I TABLE 6-1)
5. NOT USED.
4'-8" ON EITHER SIDE OF THE
r r
16 -0
OR END OF WALL. 14.
LINE OF FOOTING BELOW. FOOLING AT
85 MPH
AND EXTEND A MINIMUM OF 8"
694'
8* -0"
2. THESE DESIGNS ARE NOT TO BE USED FOR RETAINING EARTH (LEVEL BACKFILL) ABOVE 1'-4" FOR
14'-0'
2
qz = 0.00256 x Kz x Kzt x Kd x V x I (EQ. 6-15)
F = qz x G x Cf x Af (EQN 6-28 )
ExP C
CONTROL JOINT OR END OF WALL.
8.
NOT USED.
PROM II WALL PER PLANS AND
12'-0'
INTO FOOTING.
"S".
• CONTRACTORS OPTION, THE WALL
DIP OR PIER.
» » » » AS MEASURED FROM LOW
4 PROTO-11, FOR 6 PROTO-II, AND 2-8 FOR 8 PROTO-11
, •
3 -4
Kz = 0.57 EXP B, 0.85 EXP C (TABLE 6-3)
G = 0.85 (RIGID STRUCTURE SEC 6.5.8)
r •
12 -0
22r
9.
NOT USED.
SCHEDULES. FOOTING AT PIER SHALL
17.
TYPICAL ROD SPACING PER SCHEDULE
EXPANSION JOINT MAY OCCUR
EX
11'-60
AL
OIL WALL ARE ALLOWED. SEE DETAIL 10.
SOIL TO HIGH SOIL NO SURCHARGES WITHIN
Kzt = 1.0 FOR H < 15'-0" (SECTION 6.5.7.1 #5)
*Cf = 1.3 x 1.1 (FOR S/H = 1 AND B/S 2 10)
(1)
(6
10.
NOT USED.
BE 12" THICK AND 4" WIDER ALL
18.
MAXIMUM ROD SPACING FROM CONTROL
E
THE FACE OF THE PIERS AS SPECIFIED
-
3. FOOTINGS TO BE LEVEL IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP
E F TI
4'-0e
Kd = 0.85 (SIMILAR TO SOLID SIGN, TABLE 6-4)
(S(S
As =ASSUME 1 SQUARE FOOT.
'
8'4
-
AROUND THE PIER.
39-40
JOINT MAY BE 1/2 THE TYPICAL ROD
IN GENERAL NOTE 14.
SHOULD BE PROPER HEIGHT TO FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND
814
V = VELOCITY3 SECOND WIND GUST
a
2140
584*
300
*
9'--4"
-
»
SPACING -S-, S/2. FOR EXAMPLE, IF
2'-0"
-
CONTAIN NO LOOSE EARTH OR FORGEIGN MATTER.
* SEE GENERAL NOTE 18.
* * TRENCH FOOTING DEPTH ADJUSTMENT (AT CONTRACTOR'S OPTION) :
AT THE CONTRACTOR'S OPTION, UP TO ONE COURSE OF MASONRY MAY BE BURIED BELOW GRADE.
THE BURIED BLOCK MAY BE USED AS PART OF THE TRENCH DEPTH PROVIDED THE SOIL WITHIN
5'-0" OF EACH SIDE OF THE BLOCK IS COMPACTED TO 90 PERCENT. THE OVERALL WALL HEIGHT IS
DEFINED AS SHOWN IN DETAIL 3, FROM THE TOP OF THE FOOTING TO THE TOP OF THE WALL
REGARDLESS OF WHETHER A COURSE IS BURIED.
(1)
(2)
TYPICAL ROD SPACING FROM SCHEDULE IS
8'-0" MAX ROD SPACING FROM A CONTROL
4. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION
EXCAVATION, VERIFY VIA SOILSTHAT SITE SOILS
EXCEED ALI ALLOWABLEOPASSIVELBEARING PRESSUREREPORT 0 OF 2 PSF/FT STARTING AT COND(THE T PEOF OR
TABS FACING UP AGAINST BOTTOM OF 1/2" NUT
* 1.1 MULTIPLIER USED TO ADJUST FOR OBLIQUE ADJUSTMENT FACTOR PER FIGURE 6-20 FOOTNOTE 3.
6A (1) JOINT MAY BE 8'/2=48". GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE BEARING
PRESSURE OF 1000 PSF.
OA TH A MIN.
END OF WALL (13) (16) 5 STRENGTH OF 2, 00 SOIL SHALL BE WELLPSI - TYPE 11 FOOTINGS AND CEMENT (TYPE VOUNDATIONS, USE WHERE REQUIRED BYCRETE OWNER, SOILS ENGINEER
B END OF WALL (1) (1 ¢) (1) OR JURISDICTION). CONCRETE SHALL BE A MIN. OF 48 HOURS OLD PRIOR TO FINAL TENSIONING.
^` ice` O (15)-- -- -� (15) - AR 2" OR 5 BARS IN MASONRY.
UA RETURN CONDITION 6. LAP REINFORCING STEEL: LAP = 26 FOR #4 B S 3 F # _ L______ __________ _ 24" LAP IN CONCRETE FOR #4 OR #5 BAR.
7. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI N. (F'M DESIGN
2) - _� - -
r` 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
(1 I O _ I INTERLOCKING BLOCKS MAY BE USED. END OF WALL 12" _ O 8. MORTAR SHALL BE TYPE S, 2000 PSI MIN. MORTAR MAY BE USED AS GROUT IN 8" HIGH LIFTS.
12" 12" 12" MORTAR MUST BEA MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24 HOURS OLD
PRIOR TO FINAL TENSIONING.
9. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. HEAD JOINTS MAY BE
(17) OMITTED IN FIRST COURSE FOR WEEP HOLES.
7 (6) (12) 10. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy = 40,000 PSI.
(16) 11. PROTO-II HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS" ALL
(1 ¢) THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE.
• 1 ____ ___ 1 WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED BY ONLY AN
(1) (15) ( r ► O (15) APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE
ix I 7/16" DIAMETER WITH 1/2' ROLL THREADS CONFORMING TO ASTM A615 (FY = 60000 PSI) AND
(B� RETURN CONDITION - _---------- ----- J a,;, _,, "> L-- --- ----------- HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT
(1 - DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = .1503 SQUARE INCHES.
• _________ - - BEARING PLATES ARE 1/4' THICK (Fy=50 KSI) SEE DETAIL 5 FOR WIDTHS. 1/2" COUPLERS
---------- ------
MASONRY NOTE: , = r 'io PER ASTM A563 GRADE A, AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD,
B TYPICAL CONTROL JOINT SPEC. O CONTROL MAKE A CLEAN VERTICAL i __-___'_F- i FULLY ENGAGED AS DEFINED AS 1/2" MIN. INTO COUPLER. 1/2' NUTS ARE TO BE GRADE 8, PER AT POST TENSION ROD. JOINT BREAK OF ALL MATERIAL - ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR (DTI -
IN CONTROL JOINT.„ " " COMPRESSIBLE WASHER) IS PER ASTM F959 TESTING PROCEDURES. PLASTIC REBAR SADDLES
R 12 1612ARE NON-STRUCTURAL
-4 l SPECIAL WALL CONDITIONS AND OPTIONS
O ALTERNATE CONTROL JOINT SPEC. AT CONVENTIONAL REINF.
1171 (1 R1 h R)
(6)
(7)
1U UATUUH I
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'-0" HIGH.
7. SEE SCHEDULE FOR WALLS
ABOVE 6'-0" HIGH.
NOTE:
THIS DETAIL DESCRIBES THE
MINIMUM DISTANCE REQUIREMENTS
FOR THE LOWEST FOOLING EDGE
TO FINISHED GRADE.
SCHEDULE FOR WALLS UP TO 6'-0"
FACE OF FOOTING
TO TOP OF SLOPE.
FACE OF FOOTING
TO TOP OF SLOPE.
MIN. DEPTH OF DIP OR
OR TRENCH FOOTING 13"
MINIMUM DEPTH OF
DIA PIER
12" OR MORE
2'-4"
30-6-
6" TO 11"
2 -7
3'-10'
3 TO 5
2'- 10
4'-0"
SCHEDULE FOR WALLS ABOVE 6'-0" UP TO 9'-4"
FACE OF FOOTING
TO TOP OF SLOPE.
ADDED DEPTH OF DIP
OR TRENCH FOOTING
OR ADDED DEPTH OF
13" DIA PIER
36" OR MORE
0"
0"
30"
6n
6"
24
go
9
12"
15"
15"
6
18
18
3"
1 20"
20"
5'-0' TO DAYLIGHT DETAIL FOR FOOTINGS
NO SCALE
1. GROUT SOLID ONLY AT POST -TENSION
ROD CELLS BELOW GRADE.
2. LOW SOIL.
3. CONCRETE FOOLING.
4. HIGH SOIL.
5. PROM II FENCE WALL.
6. * V-4" MAX. AT 4" PROM II.
* 2'-0" MAX. AT 6" PROM II.
* 2'-8" MAX AT 8" PROTO II.
7. A MODIFIED 6" THICK PROM II
WALL MAY BEGIN WITH A SOLID
8" HIGH GROUTED COURSE OF
8" BLOCK. THE SOIL RETAINAGE
5) MAY THEN INCREASE TO 2'-8'.
FOR 8" WIDE WALLS USE A 10" WIDE
FLANGE, 6" DEEP AT TOP OF FOOTING.
8. HEAD JOINTS IN FIRST COURSE
1) OMITTED FOR WEEP HOLES, SEE
GENERAL NOTE 9.
9. 2" SOIL MIN OVER FOOTING.
ROD SPACING AND FOOTING SELECTION NOTES
;2)
A. FOR ALL RETAINING CONDITION EXPOSURE
C WITH LESS THAN 4'-8" FENCE ABOVE
ASSUME A MINIMUM FENCE HEIGHT
"F" OF 6'-0" (H MIN = 6'+"R").
(EXAMPLE: FOR V-4" RETAINING AND A 4'-0"
3 HIGH FENCE WALL, H=6'-0"+1'-4"=7-4!
) USE 7'-4" SCHEDULE DESIGN.)
B. FOR ALL RETAINING WALLS WITH 5'-4" TO
6'-0" WALL ABOVE ASSUME FENCEWALL
HEIGHT OF 6'-8" + "R'.
C. FOR ALL RETAINING WALLS WITH 6'-8" TO
7'-4" FENCEWALL ABOVE, ASSUME MINIMUM
FENCEWALL HEIGHT OF 8'-0" + "R".
DETAIL AT SOIL RETAINAGE
NO SCALE
U
0
a
w
LU
N
I
J
9
Lai
U
z
0
0
a
12"
NOTES:
1. PROM II FENCE WALL PER
PRODUCT DATA SHEET.
A. PROM II TENSION ROD SHALL BE
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.
INSTALLER TO VERIFY RETAINING
WALL DESIGNED BY OTHERS WILL
SUPPORT THE PROM II FENCE
WALL ABOVE.
3. FINISHED GRADE.
4. 2 #3 MIN. IN BOND BEAM - LAP
20" WHERE OCCURS.
5. BACKFILL SHALL BE NON-
EXPANSIVE SOILS. SEE
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 ABOVE PLATE AND 1/2" COUPLER
BELOW PLATE (OR (2) 1/2" NUTS).
)
NOTE:
PROM II FENCE WALL CAN BE
(5) PLACED AT ANY LOCATION ON THE
(2) TOP OF THE RETAINING WALL
(4)-7* � (FLUSH OR CENTERED) BUT THE
:* POST TENSIONED ROD SHALL AT
ALL TIMES BE PLACED BETWEEN
(7) THE 2 REINFORCING BARS AT
THE TOP OF THE RETAINING WALL.
PROM II WALL CONNECTION TO TOP OF CONVENTIONAL MASONRY
RETAINING WALL
NO SCALE
00 1
00
2
00
3
4
00
5
00
6
0
7
®0
8
'mo
9
HORIZONTAL JOINT REINFORCING
NOTES:
1. TOP OF FOOTING.
2. PROM II 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 X12).
1. HORIZONTAL JOINT REINFORCING SHALL
BE PLACED AT THE MORTAR JOINTS #2
& #3 BELOW THE PLATE WASHER AND
2'-0" O.C. THEREAFTER UNTIL THE TOP
OF FOOTING IS REACHED. (e.g. A NOMINAL
6'-0" HIGH WALL WOULD HAVE JOINT
REINFORCING IN A TOTAL OF THREE
COURSES).
NO SCALE
DIP FOOTING PROFILE
�( PLnw
TOP OF FENCE DETAIL
(4) .41 C
FOOTING ELEVATION AT POST TENSIONED ROD
12. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER DETAIL 8
AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE
FULL CROSS SQUARE (6" MINIMUM LAP).
NO SCALE 13. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND
STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS MIN OF 3" "L" HOOK OR "J'
BEAR ON ALL FOUR SIDES.
4. CONTINUOUS HORIZONTAL JOINT
REINFORCING PER NOTE #12.
5. CENTER WEB BELOW.
NO SCALE
NOTES:
1. PROTO II WALL.
2. 3" MORTAR COVER AROUND
COUPLER AND/OR POST TENSIONED
ROD FOR CORROSION PROTECTION.
_ 3. 7/16" DIA FULL HEIGHT POST TENSIONED
RODS WITH 3" HOOKS. ROLL THREADS
AT TOP FOR NUT ATTACHMENT. NO
VOIDS OR JUNC11ON OF POST TENSION
ROD AND REINF. BARS ALLOWED.
PROVIDE CONSOLIDATION OF
CONCRETE VIA VIBRATION, RODDING
OR OTHER APPROPRIATE MEANS.
4. THICKEN FOOTING TO PROVIDE 3" MIN.
COVER AS REQUIRED AROUND
ANCHOR BOLT.
5. SEE SCHEDULE AND OTHER DETAILS.
NO SCALE
WIND
WALL
4' PROTO II
6' PROTO II
8' PROTO II
DIP/PIER
CONTINUOUS
NOTES:
FORCE
HEIGHT
POST TENSION
POST TENSION
POST TENSION
FOOTING
TRENCH FOOTING
3" MORTAR COVER AROUND COUPLER AND/OR
15. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE..
3.
ROD SPACING
ROD SPACING
ROD SPACING
ON CENTER
DEPTH **
PROTECTION.
SEE DETAIL 6, NOTE NO. 3. AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN
ON CENTER
ON CENTER
ON CENTER
SPAC 1 NG, SEE
SEE DETAIL 3
RODS WITH 3" HOOKS. ROLL THREADS AT
17. A PROTO-II D11 (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN
ALLOWED. PROVIDE CONSOLIDATION OF
_
TOP FOR NUT ATTACHMENT.
THE BEARING PLATE AND NUT W/ THE DTI -TABS- FACING UP AGAINST THE BOTTOM OF THE NUT.
DETAIL 4 FOR
FOR SECTION
CONC. FTG. - NO COLD JOINTS PERMITTED.
THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-II
5.
5.
TRENCH MAY OVER EXCAVATED AS SHOWN-
APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS;
DIP FOOTING
W 0
Q 1w_
FILL W/ COMPACTED FILL OR CONCRETE.
METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND
'�
�1.
6.
13"0 x 3'-9" DEEP CIRCULAR PIER FTG. MAY
COLLAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-11 DTI AND BOTTIOM OF NUT:
PROFILE, SEE
FOR 8" WIDE WALLS USE 10" WIDE FLANGE,
BE USED IN LIEU OF DIP FTG. SPACING AND
METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (DTI MUST STILL BE
PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
6"DEEP AT TOP OF FOOTING.
9
�
SETTING PAD TO REMAIN THE SAME.
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK,
DETAIL 3 FOR
7.
NO VOIDS OR HONEYCOMBING OF CONC. AT
AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES.
08-115-6200
CORROSION PROTECTION AT FIRST COURSE.
JUNCTION OF POST TENSION ROD AND
MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION.
SECTION
iii
REINFORCING BARS ALLOWED. PROVIDE
14.1 PSF
r •
3 -4
r •
S -0
r r
8 -0
r r
8 -0
r r
16 -0
17r
RODDING OR OTHER APPROPRIATE MEANS.
85 MPH
4'-0•
694'
8* -0"
8'4"
14'-0'
18"
OVER 6'-0° HIGH USE
ExP C
4'4'
49-8'
8'-0"
8'4'
12'-0'
21'
STRAIGHT 6��24°
"L"
DIP OR PIER.
r •
5 -4
, •
3 -4
r r
8 -0
r •
8 -0
r •
12 -0
22r
9.
60-08
-
60-0"
6'-0'
11'-60
24"
60-8'
-
60-0"
61-0'
91-4'
26"
10.
79-4'
-
2*49
4'-0e
7'-6'
27"
'
8'4
-
2'-0'
39-40
60-40
29'
814
-
a
2140
584*
300
*
9'--4"
-
-
2'-0"
-
32"
* SEE GENERAL NOTE 18.
* * TRENCH FOOTING DEPTH ADJUSTMENT (AT CONTRACTOR'S OPTION) :
AT THE CONTRACTOR'S OPTION, UP TO ONE COURSE OF MASONRY MAY BE BURIED BELOW GRADE.
THE BURIED BLOCK MAY BE USED AS PART OF THE TRENCH DEPTH PROVIDED THE SOIL WITHIN
5'-0" OF EACH SIDE OF THE BLOCK IS COMPACTED TO 90 PERCENT. THE OVERALL WALL HEIGHT IS
DEFINED AS SHOWN IN DETAIL 3, FROM THE TOP OF THE FOOTING TO THE TOP OF THE WALL
REGARDLESS OF WHETHER A COURSE IS BURIED.
BEAR ON ALL FOUR SIDES.
4. CONTINUOUS HORIZONTAL JOINT
REINFORCING PER NOTE #12.
5. CENTER WEB BELOW.
NO SCALE
NOTES:
1. PROTO II WALL.
2. 3" MORTAR COVER AROUND
COUPLER AND/OR POST TENSIONED
ROD FOR CORROSION PROTECTION.
_ 3. 7/16" DIA FULL HEIGHT POST TENSIONED
RODS WITH 3" HOOKS. ROLL THREADS
AT TOP FOR NUT ATTACHMENT. NO
VOIDS OR JUNC11ON OF POST TENSION
ROD AND REINF. BARS ALLOWED.
PROVIDE CONSOLIDATION OF
CONCRETE VIA VIBRATION, RODDING
OR OTHER APPROPRIATE MEANS.
4. THICKEN FOOTING TO PROVIDE 3" MIN.
COVER AS REQUIRED AROUND
ANCHOR BOLT.
5. SEE SCHEDULE AND OTHER DETAILS.
NO SCALE
HOOK AT END OF TENSION ROD.
NOTES:
14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND
4" NOMINAL 3 5/8" ACTUAL) OR
NOTES:
20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. SEE
6" NOMINAL 5 5/8" ACTUAL OR
1.
PROM II FENCE WALL
DETAIL 1 FOR ROD SPACING AT CONTROL JOINTS AND WALL ENDS.
Suite 200
2.
3" MORTAR COVER AROUND COUPLER AND/OR
15. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE..
3.
#4 CONTINUOUS AT 4' & 6" PROTO ill
POST TENSIONED ROD FOR CORROSION
16. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION;
#5 CONTINUOUS AT 8' PROM II.
PROTECTION.
SEE DETAIL 6, NOTE NO. 3. AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN
3.
7/16" DIA FULL HEIGHT POST TENSIONED
INTO THE DIP, SEE DETAILS 3 AND 4.
U
OF POST TENSION ROD AND REINF. BARS
RODS WITH 3" HOOKS. ROLL THREADS AT
17. A PROTO-II D11 (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN
ALLOWED. PROVIDE CONSOLIDATION OF
_
TOP FOR NUT ATTACHMENT.
THE BEARING PLATE AND NUT W/ THE DTI -TABS- FACING UP AGAINST THE BOTTOM OF THE NUT.
4.
CONC. FTG. - NO COLD JOINTS PERMITTED.
THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-II
5.
5.
TRENCH MAY OVER EXCAVATED AS SHOWN-
APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS;
OR LINE OF CONT TRENCH FOOTING.
W 0
Q 1w_
FILL W/ COMPACTED FILL OR CONCRETE.
METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND
'�
�1.
6.
13"0 x 3'-9" DEEP CIRCULAR PIER FTG. MAY
COLLAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-11 DTI AND BOTTIOM OF NUT:
::I 7A.
FOR 8" WIDE WALLS USE 10" WIDE FLANGE,
BE USED IN LIEU OF DIP FTG. SPACING AND
METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (DTI MUST STILL BE
PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
6"DEEP AT TOP OF FOOTING.
9
�
SETTING PAD TO REMAIN THE SAME.
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK,
ix
7.
NO VOIDS OR HONEYCOMBING OF CONC. AT
AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES.
08-115-6200
CORROSION PROTECTION AT FIRST COURSE.
JUNCTION OF POST TENSION ROD AND
MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION.
VERTICAL REINFORCING AT TRENCH, AND
iii
REINFORCING BARS ALLOWED. PROVIDE
18.*DESIGNS ILLUSTRATED ON THIS PRODUCT DATA SHEET ARE FOR PROTO-II WALLS AND PROTO-11
r` „00
(7A)
CONSOLIDATION OF CONCRETE VIA VIBRATION,
RETAINER WALLS UP TO A COMBINED HEIGHT OF 10'-0". ADDITIONAL SCHEDULES ARE AVAILABLE
2-25-10
STRAIGHT "J" OR "L° OK -'REQUIRED OF
RODDING OR OTHER APPROPRIATE MEANS.
FOR PROTO-II WALLS UP TO 13'-4" HIGH AND HIGHER "HYBRID" PROTO-II WALLS.
EACH DIP FOOTING AT DIP FOOTING (DESIGN.
B.
VERTICAL FOOTING REINFORCING AT WALLS
19. ALL CONVENTIONALLY REINFORCED PILASTERS REQUIRE SPECIAL INSPECTION. SPECIAL INSPECTION
I_
U
OVER 6'-0° HIGH USE
INCLUDES CONTINUOUS OBSERVATION OF GROUTING ALONG WITH A PRE -GROUT INSPECTION THE
`(5)
-H i (10)
AND WHERE DIP FOOTING SPACING NOT
#4 x IN CENTER OF
"J"
PRE -GROUT INSPECTION INCLUDES VERIFICATION OF THE LOCATION OF STRUCTURAL ELEMENTS,
AVAILABLE, SPACE VERTS AT 24" O.C. MAX.
STRAIGHT 6��24°
"L"
DIP OR PIER.
GRADE OF REINFORCEMENT AND OVERALL WORKMANSHIP AND QUALITY OF MATERIALS BEING USED,
VERTICAL REBAR DOWN INTO THE DIP, PIER
OR OK
"(7)
FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS.
9.
THIS DETAIL SHOWS THE POST TENSION ROD
20. END ZONES FOR WIND DESIGNS ARE EXCLUDED. I.E. Cf = 1.3.
11.
2" SOIL MIN OVER FOOTING.
CENTERED IN THE DIP FTG. - HOWEVER THE
TYPICAL WALL SECTION AT DIP FOOTING AND TRENCH FOOTING
POST TENSION ROD SPACING IS INDEPENDENT
OF THE DIP FTG. AND THEY DO NOT NEED TO
NOTES:
10.
LINE UP.
NOT USED IN WALLS 6'-0" AND UNDER.
1. POST TENSION ROD.
11.
VERT. REINF. REVD WHEN USING CIRCULAR
2. NUT.
3. COMPRESSED DT INDICATOR - NO LIGHT PASSES
PIER DETAIL IN LIEU OF "DIP". SEE NOTE
6 BELOW WALL SCHEDULE.
BETWEEN BOTTOM OF NUT AND DTI WHEN
PROPERLY TENSIONED.
12.
A CONTRACTOR OPTION IS TO STAB THE #4
4. TOP PLATE.
VERTICAL REBAR DOWN INTO THE DIP, PIER
5. COLLAPSIBLE TABS.
OR CONTINUOUS TRENCH FOOTING AND EXTEND
6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND
IT +/-8" INTO THE FIRST COURSE OF BLOCK.
CONFIRMED BY ONE OF TWO METHODS PER
NOTE "C" BELOW.
e A. PROTO-II DTI TO BE USED AT EACH TENSION ROD,
TABS FACING UP AGAINST BOTTOM OF 1/2" NUT
PROM -II (5) AND TABS COLLAPSED TO ACHIEVE TENSION.
NO SCALE
B. DTI IS ONE OF TWO APPROVED METHODS OF
TENSIONING. OTHER OPTION OF TENSIONING IS
TORQUE TO 55 FT/LBS USING A CALIBRATED
(3) PLAN VIEW
NOTES:
TORQUE WRENCH D11 MUST STILL BE PLACED
(4) (1) ON ROD IF USING TORQUE WRENCH METHOD.
1.
FILL CAP BLOCK WITH MORTAR.
(2) SEE GENERAL NOTE 17.
IMMEDIATELY "FLIP" ONTO ROD.
C. APPROVED SPECIAL DEPUTY INSPECTOR WILL
2.
CAP BLOCK OF SUFFICIENT SIZE
PERFORM A VISUAL INSPECTION WHEN USING THE
TO COVER PLATE AND ROD.
DTI METHOD TO CONFIRM THE DTI IS COLLAPSED
3.
STEEL PLATE SIZES:
WITH NO LIGHT LEAKS BETWEEN THE TABS
A. 4" PROM II: 1/4" x 3" x 6"
AND BOTTOM OF NUT. IF USING TORQUED WRENCH
METHOD, DEPUTY INSPECTOR WILL CONFIRM WALL
B. 6" PROM II: 1/4" x 4 112" x 6"
IS TORQUED TO 55 FT/LBS AND VISUAL INSPECTION
C. 6" SLUMP PROM II: 1/4 x 4" x 6"OF
SECTION DTI IS NOT REQUIRED.
D. 8" PROTO II: 1/4" x 6 1/2" x 8"
X D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
STEEL PLATES TO BE PLACED AT
PERFORMED BY ONE OF THESE TWO METHOD, BY
THE EDGE OF THE CELL SO THAT
AN APPROVED SPECIAL DEPUTY INSPECTOR.
INSPECTOR TO PROVIDE A COMPLETED REPORT TO
THE PLATE BEARS FULLY ON
LISTED PARTIES.
THREE SIDES EXCEPT AT 8" PROM II
WHERE THE STEEL PLATE SHOULD
/'�
( \ DTT INDICATOR (DIRECT TENSION INDICATOR) -
BEAR ON ALL FOUR SIDES.
4. CONTINUOUS HORIZONTAL JOINT
REINFORCING PER NOTE #12.
5. CENTER WEB BELOW.
NO SCALE
NOTES:
1. PROTO II WALL.
2. 3" MORTAR COVER AROUND
COUPLER AND/OR POST TENSIONED
ROD FOR CORROSION PROTECTION.
_ 3. 7/16" DIA FULL HEIGHT POST TENSIONED
RODS WITH 3" HOOKS. ROLL THREADS
AT TOP FOR NUT ATTACHMENT. NO
VOIDS OR JUNC11ON OF POST TENSION
ROD AND REINF. BARS ALLOWED.
PROVIDE CONSOLIDATION OF
CONCRETE VIA VIBRATION, RODDING
OR OTHER APPROPRIATE MEANS.
4. THICKEN FOOTING TO PROVIDE 3" MIN.
COVER AS REQUIRED AROUND
ANCHOR BOLT.
5. SEE SCHEDULE AND OTHER DETAILS.
NO SCALE
r' -
NOTES:
1. FOOTING DESIGN ALLOWABLES: 1000 PSF BEARING, 200 PSF/FT LATERAL.
2. MAXIMUM HEIGHT FOR 4" PROTO II =6'-8*: MAX. HEIGHT FOR 6' PROTO II = 10'-0". MAX. HEIGHT FOR 8'
PROM II = 13'-4" COMBINATION WALLS MAY BE USED.
3. MAXIMUM DIP FOOTING SPACING = 16'-0w: MINIMUM SPACING= 3'-4". TOLERANCE IS 12'f 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 f8° BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST
REMAIN THE SAME.
6. 13'0 x 3'-9" DEEP CIRCULAR PIER FOOTING WITH 1 14 VERT, MAY BE USED IN LIEU OF DIP FOOTING
SPACING AND SETTING PAD TO REMAIN THE SAME.
NO SCALE
NOTES:
1.
4" NOMINAL 3 5/8" ACTUAL) OR
SCOTT
INC.
6" NOMINAL 5 5/8" ACTUAL OR
structural
engineers
8" NOMINAL 7 5/8" ACTUAL) MASONRY. '
Suite 200
2.
1)
HORIZONTAL JOINT REINF - SEE NOTE #12.
(480) 774-1701 FAX
3.
#4 CONTINUOUS AT 4' & 6" PROTO ill
Z5 S 55 m
#5 CONTINUOUS AT 8' PROM II.
4.
CONCRETE SETTING PAD. NO VOIDS OR
(2)
HONEYCOMBING OF CONCRETE AT JUNCTION
=
U
OF POST TENSION ROD AND REINF. BARS
Ld
Li
ALLOWED. PROVIDE CONSOLIDATION OF
_
CONCRETE VIA VIBRATION, RODDING OR
Ld
OTHER APPROPRIATE MEANS.
CO _
5.
DASHED LINE INDICATES LINE OF DIP FOOTING
0 * NLL.
a~
~
OR LINE OF CONT TRENCH FOOTING.
W 0
Q 1w_
6.
DEPTH OF CONTINUOUS TRENCH FOOTING.
'�
�1.
_ (2) 7.
* 8" AT 4" AND 6" PROM II.
U) Of
o
::I 7A.
FOR 8" WIDE WALLS USE 10" WIDE FLANGE,
a
3
6"DEEP AT TOP OF FOOTING.
9
�
8.
3' MORTAR COVER AROUND COUPLER
ix
U.S. PATENTED 7,461,487
AND/OR POST TENSIONED ROD FOR
3
08-115-6200
CORROSION PROTECTION AT FIRST COURSE.
N
9.
VERTICAL REINFORCING AT TRENCH, AND
iii
(8) (3)
DIP FOOTINGS FOR WALLS OVER 6'-0"
r` „00
(7A)
HIGH. USE #4 x AT THE 6JE�ISR
DATE:
2-25-10
STRAIGHT "J" OR "L° OK -'REQUIRED OF
OF 1
(11)
EACH DIP FOOTING AT DIP FOOTING (DESIGN.
(4)
REBAR SPACING IN TRENCH FOOTING FOR
I_
U
WALLS 6'-8" TO 8'-0" SHALL MATCH
SPACING OF DIP FOOTINGS. ABOVE 8'-0"
`(5)
-H i (10)
AND WHERE DIP FOOTING SPACING NOT
(9)
AVAILABLE, SPACE VERTS AT 24" O.C. MAX.
10.
A CONTRACTOR OPTION IS TO STAB THE #4
VERTICAL REBAR DOWN INTO THE DIP, PIER
"(7)
OR CONTINUOUS TRENCH FOOTING AND EXTEND
IT +/-8" INTO THE FIRST COURSE OF BLOCK.
11.
2" SOIL MIN OVER FOOTING.
3
TYPICAL WALL SECTION AT DIP FOOTING AND TRENCH FOOTING
NO SCALE
r' -
NOTES:
1. FOOTING DESIGN ALLOWABLES: 1000 PSF BEARING, 200 PSF/FT LATERAL.
2. MAXIMUM HEIGHT FOR 4" PROTO II =6'-8*: MAX. HEIGHT FOR 6' PROTO II = 10'-0". MAX. HEIGHT FOR 8'
PROM II = 13'-4" COMBINATION WALLS MAY BE USED.
3. MAXIMUM DIP FOOTING SPACING = 16'-0w: MINIMUM SPACING= 3'-4". TOLERANCE IS 12'f 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 f8° BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST
REMAIN THE SAME.
6. 13'0 x 3'-9" DEEP CIRCULAR PIER FOOTING WITH 1 14 VERT, MAY BE USED IN LIEU OF DIP FOOTING
SPACING AND SETTING PAD TO REMAIN THE SAME.
CARUSO
TU RLEY
SCOTT
INC.
consulting
structural
engineers
1215 W. Rio Salado Pkwy
Suite 200
Tempe, Arizona 85281
(480) 774-1700
(480) 774-1701 FAX
www.ctsaz.com
�R SS/p
T"1s�V
Z5 S 55 m
EXP. 12/31 /11'
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U.S. PATENTED 5,794,921 t° z 0
U.S. PATENTED 6,431,797 ' >-
U.S. PATENTED 6,632,048 d- <
U.S. PATENTED 7,188,453 ..
U.S. PATENTED 7,454,870
U.S. PATENTED 7,461,487
TRACKING NUMBERS:
08-115-6100
08-115-6200
JOB NUMBER:
10-115-6749
DRAWN:
ENGINEER:
JCF
APB
CHECKED:
SCALE:
APB
AS NOTED
DATE:
2-25-10
SHEET:
OF 1