BWFE2019-0267Date: 12/30/2019
Application Number:
BWFE2019-0267
Property Address:
78745 AVENIDA ULTIMO
APN:
770092006
Application Description:
STAUBER / 70LF GARDEN WALLS AND (3) COLUMNS
Property Zoning:
Application Valuation:
$6,000.00
Applicant:
ALFREDO ALVIDREZ - BLOCKWORKS INC DBA A A MASONRY
77-700 DELAWARE PLACE PALM
PALM DESERT, CA 92211
Owner:
JEFFERY & SUSAN STAUBER
78745 AVENIDA ULTIMO
LA QUINTA, CA 92253
Contractor:
BLOCKWORKS INC DBA A A MASONRY
77-700 DELAWARE PLACE PALM
PALM DESERT, CA 92211
(760)360-7388
Llc. No.: 804168
Detail: 70LF OF 6' GARDEN WALL WITH (3) PILASTERS AT PROPERTY LINES, [ANGELUS 5-1.0, 5-1.1, AND 5-1.9 LQ SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE
BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED
BY THE PROPERTY OWNER. 2016 CALIFORNIA BUILDING CODES.
t A FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 10OLF
101-0000-42404
0
$53.67
DESCRIPTION
ACCOUNT
CITY
AMOUNT
WALL/FENCE - FIRST 100LF PC
101-0000-42600
0
$67.08
Total Paid for BLOCK WALL 2019: $120.75
DESCRIPTION
ACCOUNT CITY
AMOUNT
BSAS SB1473 FEE
101-0000-20306 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
cocW 0ati11r��(I
— ceNt of,b, or�sear —
PERMIT # 3W FEzo tq — 0 2-(v-I
PLAN LOCATION:
Project Address:
M
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
(�LP...+. S a�
c � �� III -� �•
Applicant Name:
A��
I a
�� r�
>r4 cob —4.5
Address:
-� 700
Of
City, ST, Zip:
AA
-e- Sr
Telephone:
3 t
L L
Email: a\CA OAyl S o ` - J
Valuation of Project $ ry-)
Contractor Name:
New SFD Construction:
Address:
27706 &"Lc
Conditioned Space SF
City, St, Zip
Garage SF
Telephone: t i
Patio/Porch SF
Email: t
}
Fire Sprinklers SF
State Lic: ' �y City Bus ,ic:.�U 6
Arch/Eng Name:44
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lic: City Bus Lic:
Property Owner's Name: S—rA\.)3Ee—
New Commercial / Tenant Improvements:
Address: VU
Total Building SF
City, ST, Zip ! r.� *
Construction Type: Occupancy:
Telephone:
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
OFFICE USE ONLY
#
Submittal
Req'd
Rec'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs
Soils Report
Grading Plan (PM10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan
Planning approval
Public Works approval
Fire approval
City Business License
Neighbor Approval Letter for Block Wall Construction
DATE: /VIC,
.,_.
WALL CONSTRUCTION ADDRESS:
787LK AnAJA UG-Am4v
int� , ��a 5Z2�3
-., have been made
aware of my neighbor's block wall construction project. I have seen
or have had explained to me the proposal made by my neighbor
and/or AA Masonry, to erect a wall at this address.
NEIGHBOR'S NAME & ADDRESS (PRINTED CLEARLY WITH PHONE
NUMBER)
J/GL L� STE7.A-,'
PHONE: 0--��� f
NEIGHBOR'S SIGNATURE:
RECEIVED
DEC 302019
CITY OF LA QUINTA
DESIGN AND DEVELOPMENT DEPARTMENT
-bWm .ol`t-o2G7
gel
Chi 5�- i n
C MY
IT9'7 4 5 iAG`
a1
'70 L.F �\A s\.� MP r�a_,z block
aG v\-,\M
I
S
O
L
<
L6
r
a
19�
N
0
v-
'o
1
A I'L
m
*�n�.INC
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500paf
3. ALLOWABLE SOIL PASSIVE PRESSURE = ITCt
4. COEFFICIENT OF FRICTION - 0.25, COHESION Opaf
5, CAN71UVER ACTIVE a. 3Opcf
6. MASONRY COMPRESSIVE STRENGTH, fm - 1500pai. SPECIAL INwECTION
NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2. 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
12. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
WIRE CONFORMING TO ASTM A951, PROVIDE MINIMUM 6 INCH LAP SPLICES.
13. STRENGTH OF CONCRETE FOR FOOTINGS — 2500pa1 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4, CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPUT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE -USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—x MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270. OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E-2 MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
S. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000pa1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"o.c. OR 20'-0"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE, B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY
FENCE WALL SCHEDULE
'H' MAX.
X BARS
15' LONG CYLI ur LGNG CMII
'B' MIN.
6 —0
4048 o.e.
4054 o.c.
1 —11
6'—B"
4040"o.e.
4045"o.c.
2'—l"
7'-4
032"0.c.
4036"o.c.
B —0"I
&024"o.c.
4027"o.c.
GHL INC
ARCHITECTURE - ENGINEERING
228 East Badillo Street I Covina. CA 91723
T: 626,938 1595
F: 626. 11485
8' to 8' High Site Wall
Concentric Spread Footing
C ® 110mph iulta
Risk Category I
W Wide CMU
OPTIONAL WALL CAP
rSTTI. LADDER TYPE
5 STD FOR SLUMPSTONE)—
JOINT REINF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
6" WIDE (NOM.) CMU
GROUT CELLS —
w/ REINF.
X W
'X' BARS PER Z
SCHEDULE 0 =
CTR. OF WALL]
o_
OWLS. TO MATCH
VERT. REINF. LAP
24" MIN.
F.G.
WET —SET FIRST
COURSE
2-#4 CONT —
CONT. CONC. FTC.
ALT. BENDS— —
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
o!
w
a
N
3" CLR.
TYP.
G
E�XP. 9-30-20
C 1 V \ F%
OF CAS
DATE SIGNED 9-10-18
S-1.OLQ
#16-077
K CO., I C.BLOCSI
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE — 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - ISOpcf
4. COEFFICIENT OF FRICTION - 0.25, COHESION - Opsf
5. CANTILEVER ACTIVE — 30pd
6. MASONRY COMPRESSIVE STRENGTH, f'm — 1506pa1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER, CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL
HARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR F0011NGS = 2500pa1 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDE❑ MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
B. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'-0"ox. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10, GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
MASONRY FENCE WALL
SCHEDULE
'H' MAX.
X BARS
18- LONG F
1: LONG C4U
'B' MIN.
6 —0
4048 o.c.
4054 o.c,
2 —6
6'—B"
4040"o.c.
4045"o.c.
2 —9
7'-4
4032"o:c,
4036"ox.
3'-0"
024"o.c.
4027'o.c.
3'-3'
GHL INC.
ARCHITECRAF , ENGINEERING
228 East eadillo Street I Covina, CA 91723
T: 626 938.3595
F: 626,938 0485
_ WWW1111k Cd:-4>
6' to 8' High Site Wall
Eccentric Spread Footing
C o 110mph (ult)
Risk Category I
W wide CMu
OPTIONAL WALL CAP
5TTD LADD'
�15 SIU FOR
JOINT REINF, 1
COURSE, AT F
COURSE, AND
6" WIDE (NOM,
GROUT CELLS
w/ REINF.
'X' BARS PER
SCHEDULE 0
CTR. OF WALL
OWLS. TO MAT
VERT. REINF. L
24" MIN.
FC
WET —SET FIRSI
COURSE
2-04 CON T.
CONT. CONC. F
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
F'LK SGHLUULE
DATE SIGNED 9-10-18
S-1.1LQ
#16-077
Al&4
BLOCK COL, INC.
!Inca If46
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2016 CBC
2. ALLOWABLE SOIL BEARING PRESSURE — 1500pof
3, ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf
4, COEFFICIENT OF FRICTION + 0.25, COHESION — Opsf
5. CANTILEVER ACTIVE - 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f m - 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2. EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED.
8'-8" to 8'-8" High Pilaster
Spread Footing
Seismic, 5% o 1 second
1W or ZV CMU Pilaster
OPTIONAL WALL CAP
CMU PILASTER, SOLID GROUT
(16" SHOWN)
3. STRENGTH OF CONCRETE FOR FOOTINGS - 2500psi • 26 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS 2—#4 VERT.
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
B. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000ps1.
7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
B. NOT USED.
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. OPTIONAL ADHERED VENEER (MAX WEIGHT-10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY —ANCHORED VENEER IS NOT PERMITTED.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
16616 OR 16616
MASONRY PILASTER SCHEDULE PILASTER, SOLID C.
H
W MAX.
IN,
6'-6"
16
2 —9
4
24"
3'-4`
5
7'-4.
16"
3 —0
4
24"
3 —B
5
16"
3" 3-
5
24"
1 —O
6
LOADING
1. SEISMIC, 5% DAMPING • 1 SECOND
ACCELERATION Cs-0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C,
130mph AND LESS.
'W -16" SQ.
W
2—#4 w
3I"OUTSIDE FACE 3" OUTSIDE FACE
OF BLOCK TO - OF BLOCK TO
t. OF VERT ¢. OF VERT
OWLS. TO MATCH
VERT. REINF. LAP —�
24" MIN.
EQ
F.G
WET —SET FIRST -
COURSE
LONG EA. WAY
CONC. FTG.
B" WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
A PILASTER SECTION
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Willo S[reel I Covina, CA 91723
T: 626.938 1595
F: 626-938 0485
_ ww"!, Iiwr-kr
EN
r
h"
1
EQ.
� P
Y �
N
_ 3" CLR.
'B' SQUARE MIN. TYP.
PER SCHEDULE
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. DATE: 09/21/2018
Frpt _�0)0. NZ1
1= L11ff-ir-7
# EXP. 9-30-20 *
� C1V41. '�•
P
DATE SIGNED 9-10-18
S--1.9LQ
#16-077