BWFE2016-0151D
78-495 CALLE TAMPICO ' I-Ily �itiNlAtl/ VOICE (760)1777-7125
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
COMMUNITYir6l EL lMENT DEPART �NT INSPECTIONS (760) 777-7153
" IlUIr��,
BUILDING PERMIT I
JUL 0 g 2016 U Date: 7/8/2016
Application Number: BWFE2016-0151 Owner:
Property Address: 78315 CRESTVIEW TERCITYQFLAQUINTA SKIP LANFRIED
APN: 643193018
COMMUNITY DEVELOPMENT DEPARTMENT 78315 CRESTVIEW TERRACE
Application Description: LANFRIED RESIDENCE / BLOCK WALL 36 LF LA QUINTA, CA 92253
Property Zoning:
Application Valuation: $3,000.00
Applicant: Contractor:
SKIP LANFRIED
78315 CRESTVIEW TERRACE
LA QUINTA, CA 92253
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: License No.:
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
perm bjects the applicant to a civil penalty of not more than five hundred dollars
as owner of the property, or my employees with wages as their sole
mpensation, 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.).
(J I am exempt under Sec. B.&P.C. for this reason
Dat—Je M 6 ,
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury tfiat there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's Address
Llc. No.:
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: _ Polity 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 3700 of the Labor Code, I shall forthwith
comply with those provisions.
Date:
Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result.of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the
above-mentioned property for inspection purposes.i�vct:>
Dat��e:�— Zit b Signature,(Applicant orAgent):
DESCRIPTION :
FINANCIAL ••
ACCOUNT
•
QTY AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0 $1.00
$1.00
7/8/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
SKIP LANFRIED
CHECK
R16947
1120
MFA
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1:00 $i.00.
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE.
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$47.86
7/8/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
SKIP LANFRIED
CHECK
R16947
1120
MFA
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$60.91
7/8/16
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
SKIP LANFRIED
CHECK
R16947
1120
MFA
Total Paid for FENCE OR FREESTANDING WALL: $108.77. $108.77
TOTALS:0• ••
Description: LANFRIED RESIDENCE / BLOCK WALL 36 LF
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: ISSUED
Applied: 7/8/2016 MFA
APPROVED
Approved: 7/8/2016 MPA
Parcel No: 643193018 Site Address: 78315 CRESTVIEW TER LA QUINTA,CA 92253
Subdivision: TR 2117 Block: Lot: 32
Issued: 7/8/2016 MFA
Lot Sq Ft: 0 Building Sq Ft: 0, Zoning:
Finaled:
Valuation: $3,000.00 Occupancy Type' Construction Type:
Expired: 1/4/2017. MFA
No. Buildings: 0 No. Stories: 0 No. Unites: 0'
OWNER SKIP LANFRIED
Details: 36 LF OF S'S GARDEN WALL WITH GATE [CITY SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO,
PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
ADDITIONAL SITES
CHRONOLOGY
FINANCIAL••
NAME TYPE- NAME
ADDRESSI
STATE
ZIP PHONE FAX EMAIL
CONTACTS.
CITY
APPLICANT SKIP LANFRIED
78315 CRESTVIEW
TERRACE
LA QUINTA
CA
92253 (949)813-2755
OWNER SKIP LANFRIED
78315 CRESTVIEW
TERRACE
LA QUINTA
CA
92253 (949)813-2755
Printed: Friday, July 08, 2016 4:34:33 PM 1 of 2 R
srsrr:Ms
FINANCIAL••
•
CLTD
DESCRIPTION ACCOUNT QTY
AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD PAID BY
BY
BSAS SB1473 FEE 101-0000-20306 0
$1.00
$1.00
7/8/16 R16947 1120 CHECK SKIP LANFRIED MFA
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
Printed: Friday, July 08, 2016 4:34:33 PM 1 of 2 R
srsrr:Ms
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST
$47.86
7/8/16
R16947
1120
101-0000-42404
0
$47.86 .
. 100 LF
1120
CHECK
$108.77
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL: $108.77
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
$47.86
7/8/16
R16947
1120
CHECK
$60.91
7/8/16
R16947
1120
CHECK
$108.77
INSPECTIONS
PAID BY CLTD
BY
SKIP LANFRIED MFA
SKIP LANFRIED MFA.
ATTACHMENTS
Printed: Friday, July 08, 2016 4:34:33 PM 2 of 2 C
sysrcMs
Bin #
1 ,
Permit # / O
Project Address: Ci0TV15W
City of 1a Quinta
Building 8F Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
I01 13 Owner's Name:
A. P. Number:
Address: ,►}
Legal Description:
City, ST, Zip:
Contractor:
Telephone:
one:
Address:
Project Description:
City, ST, Zip:
6w) PR+vr;~cy eCO-ILTAIi
Telephone:
>f A
l V T s
I,t.K L LT G U
t� L Sc.
State Lie. # :
City Lic.#;
Orj f,+n o • 4 u o i)
Arch., Engr., Designer:
Address:
City., ST, Zip:
r
Telephone:
hone:
Construction Occu
Occupancy:
Type: e: ane
Y P
State Lie. #•
Project tYPa (circle one):: New Add'n Alter Repair Demo
0
Name of Contact Person:
Sq. Ft.:
# St ' s:
#Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 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.T.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'rd Revie{4, 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
CITY. OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Nr_k&kAl-/*
rX�SS1n1�
AT
14, -+'
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Dtco�n�� P��v�cy �✓✓���
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gwAc
CITY OF LA QUINTA
.JaUILDING & SAFETY DEPT.
ED
FOOTING O.PTt._ C ».p�F�� .
OR CONSTRUCTION
FOOTING OPTION "B"
i 1 R
DATE—
611
' 6" OR 8" BLOCK
"H"
HEIGHT FROM TOP #4 HORIZONTAL AT 32" MAX. O.C.'
OF FOOTING (USE BOND BEAM BLOCK)
SEE TABLE "A" SEE TABLE "B"
FOR REBAR SIZE FOR REBAR.SIZE
AND SPACING AND SPADING
ft.OcA-at RFOAR IN C"EN7LR OF 019,1.1 U.00A'm RMV? 1N Cuout OF cc"
�r FINISH GRADE
(1) - #4 REBAR
-- _ QNTIN000S 1 =
Ilfi (2) - #4 REBAR IIII p10�a II I ,` r, , — 1Tjf ` CONTINUOUS, =
REVERSE
DIRECTION OF ta_ "W"
HOOK ON EVERY j (FOOTING WIDTH) I
OTHER REc�AR SEE TABLE "A"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a�
UOT'IOM
OF
FOOTING
T.NDTF5;
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
.MORE'THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615. GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS ;MAY BE POSSIBLE
WHEN PROVIDED WITH AIV ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT.THE USERS RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
HEIGHT FROM TOP
OF FOOTING
r
3I3
i.
a T�LI�—T i
i . �,, 12"
(FOOTING WIDTH)
SEE TABLE "B"
H
W..
VERTICAL
REINFORCEMENT"
3'
.1 T' '
#4V'48" O.C.:
4'
20"
#4 @ 48" O.C.
5'
23"
#4 @ 48" O.C,:
6'
29".
#4 @ 24" O.C:;
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a�
UOT'IOM
OF
FOOTING
T.NDTF5;
1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF
.MORE'THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOTA RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED - CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
1S NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615. GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS ;MAY BE POSSIBLE
WHEN PROVIDED WITH AIV ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT.THE USERS RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
HEIGHT FROM TOP
OF FOOTING
r
3I3
i.
a T�LI�—T i
i . �,, 12"
(FOOTING WIDTH)
SEE TABLE "B"
CH ECK_ 1!VITH_TyE, B U I t_p(NG•; Q_EPARTM ENT•TO
VERIFY IF A BUILDING PEF2MIT IS REQUIRED,
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) EOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3"ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR. /.PRE GROUT: BOND BEAM.REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) ,FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
PHONE (760) 7774.1.25-
FAX
77-7.1.25FAX (760) 777-7011 1
COUNTY CODE UNIFORMITY PROGRAM.
Tlo 4v aumm
FREESTANDING BLOCK WALL
t;i� Q1;11N'1'A� C`.A1;J1?l:?12N1A 92253 ,
19 CUMMUNIIY,DEVELONkWar DEf•C: VAGF, 1 01.
H,.
„W,.
VERTICAL
REINFORCEMENT
3'1.:9"
##4 @ 48" O.C.
41.
22'!
.#4 @ 48".O.C.
5" .
' .2911
:..#4 @ 48" O.C.:
6'
34"
#4'9 24" O.C:
CH ECK_ 1!VITH_TyE, B U I t_p(NG•; Q_EPARTM ENT•TO
VERIFY IF A BUILDING PEF2MIT IS REQUIRED,
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) EOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3"ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR. /.PRE GROUT: BOND BEAM.REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT.
3) ,FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
PHONE (760) 7774.1.25-
FAX
77-7.1.25FAX (760) 777-7011 1
COUNTY CODE UNIFORMITY PROGRAM.
Tlo 4v aumm
FREESTANDING BLOCK WALL
t;i� Q1;11N'1'A� C`.A1;J1?l:?12N1A 92253 ,
19 CUMMUNIIY,DEVELONkWar DEf•C: VAGF, 1 01.
FOC
DESIGN PARAMETERS:
ACTIVE SOIL PRESSURE (PSF)
=30
PASSIVE SOIL BEARING (PSF)
= 1 50
COEFFICIENT OF FRICTION
= 0.25
ALLOWABLE SOIL BEARING (PSF)
=1500
WIND = 80 MPH. EXPOSURE C
10/9/2014 G061 h1UN17Y llF:VL•'LOI'MEN'I' Dlil'i'. PAGE 2 01,21:
SEISMIC:
NA= 1 :3. Nv=1.6. Z=0.4. SOIL PROFILE=So
•,,\ t : -- .
.--- _ t,. (TYP I CAL)
ALL REBAR SHALL HAVE A
MINIMUM OF 3" CONCRETE
COVER AT FOOTINGS
WESt'ERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
P
ot 40
FREESTANDING BLOCK WALL
PIJONIs (760) 777-7125
78-495 CALLG TAMPIC•O
LA 01JINTA Cr1L1FORNIA 92`2' 53
FAX (760' 777-701 1
10/9/2014 G061 h1UN17Y llF:VL•'LOI'MEN'I' Dlil'i'. PAGE 2 01,21:
CITY OF LA QUINTA - RHILDING & SAFETY DEPT.
FOOTING OPTI N APPROVED FOOTING OPTION "B"
OR CONSTRUCTION
t
iI -
" H"
HEIGHT FROM TOP
OF FOOTING
6" OR 811 BLOCK
#4 HORIZONTAL AT 32" MAX. O.C.
(USE BOND BEAM BLOCK)
SEETABLE "A"
SEE TABLE "B"
-FOR REBAR SIZE
FOR REBAR.SIZE-
AND SPACING
AND SPACING
(IOCAT$ REUAR W CcN1 r..H OI'CE7.I.I
(LOCAYE RU'Af71N CENTUt OF CrW
1
12" _ 10"
REVERSE
DIRECTION OF
HOOK ON EVERY I (`FOOTING WIDTH)
OTHER REBAR SEE TABLE "A"
FINISH GRADE
(1) - #4 REBAR
(2) - #4 REBAR.
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
t10T'f OM`�(t`�
OF 5' MIN. {
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE. DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED ^ CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED. -
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS. r
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
s
FREESTANDING BLOCK WALL
(FOOTING WIDTI
SEE l -ABLE "B"
. 1
H..
HEIGHT FROM TOP
OF FOOTING
j�
E
I
T
12"
TABLE "A"
H'.
"H
w„
VERTICAL
REINFORCEMENT
3'
17"
#4 @ 48"
O.C..
4'
20"
#4 @ 48"
O.C.
5'
23"
#4 @ 48"
O.C.
6'
29"
#4 @ 24"
O.C.
FINISH GRADE
(1) - #4 REBAR
(2) - #4 REBAR.
CONTINUOUS
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
a.
t10T'f OM`�(t`�
OF 5' MIN. {
FOOTING
NOTES:
1) THIS DESIGN DOES NOT ALLOW GRADE. DIFFERENTIALS OF
MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS
NOT A RETAINING WALL.
2) FENCE HEIGHTS ARE REGULATED ^ CONSULT ZONING
REGULATIONS BEFORE BEGINNING CONSTRUCTION.
3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED. -
4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL
IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED.
5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM.
6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N.
8) REBAR TO BE CENTERED IN MASONRY CELLS. r
WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM
s
FREESTANDING BLOCK WALL
(FOOTING WIDTI
SEE l -ABLE "B"
. 1
H..
HEIGHT FROM TOP
OF FOOTING
j�
E
I
T
12"
CHECK 1NITH TuE BUILDING DEPARTMENT TO
VERIFY IF A BUILDING PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/.PRE-GROUT; BOND BEAM.REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT,
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT .THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
PIIONC (960) 777-7125 78-495 CALU,1 TAMR1W
LA Qtllp! 1'A, C`ALII ORNIA 92'L5:3
RAX (760) 777-701 i IV/)' /2014 TOMMUN LL0PNIFNf DI (T. ('AGF; 1 OP2
TABLE,"B"
H'.
W„
VERTICAL
REINFORCEMENT
3'
19"
#4 @ 48" O.C.
41
22"
#4 @ 48" O.C.
5'
29"
#4 @ 48" O.C..
_#49
6'
34"
24" O.C.
CHECK 1NITH TuE BUILDING DEPARTMENT TO
VERIFY IF A BUILDING PERMIT IS REQUIRED.
WHEN A PERMIT IS REQUIRED, THE FOLLOWING
INSPECTIONS ARE REQUIRED:
1) FOOTING: EXCAVATION TRENCH CLEAN WITH
STEEL IN PLACE AND SUPPORTED 3" ABOVE AND
AWAY FROM THE SURROUNDING EARTH/DIRT.
2) REBAR/.PRE-GROUT; BOND BEAM.REBAR AND
VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO
PLACING GROUT,
3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY
DECORATIVE CAP PLACEMENT.
'SEE PAGE 2 FOR ADDITIONAL INFORMATION'
DISCLAIMER:
ALTERNATE DESIGNS MAY BE POSSIBLE
WHEN PROVIDED WITH AN ENGINEERED
ANALYSIS. USE OF THIS STANDARD DESIGN
IS AT .THE USER'S RISK AND CARRIES NO
IMPLIED OR INFERRED GUARANTEE AGAINST
FAILURE OR DEFECTS.
PIIONC (960) 777-7125 78-495 CALU,1 TAMR1W
LA Qtllp! 1'A, C`ALII ORNIA 92'L5:3
RAX (760) 777-701 i IV/)' /2014 TOMMUN LL0PNIFNf DI (T. ('AGF; 1 OP2