BWFE2019-0083 Revision 1AEVI
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PERMIT # W 1" E2-Q � q - O (DE3
PLAN LOCATION:
Project Address:SZQ7S Av )� ALAI )
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
" lJ SSG 04, t,{
Applicant Name:
7G
Address:
City, ST, Zip:
Telephone:
Email:
Valuation of Project S
Contractor Name:
New SFD Construction:
Address: /`�215
Conditioned Space SF
City, St, zipk�4, (, (�
Garage SF
Telephone: ^ c��-G 3 J C'
JcC
Patio/Porch SF
Email: ' S-t M P n , r
Fire Sprinklers SF
State Lie: 60S E7 City Bus Lie:
Arch/Eng Name:
Construction Type: Occupancy:
Address:
Grading:
City, St, Zip
Telephone:
Bedrooms:
Stories:
# Units:
Email:
State Lie: City Bus Lie:
Property Owner's Name: ��
New Commercial / Tenant Improvements:
Address:
Total Building SF
City, ST, Zip
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
dei
BLOCK CCL, INC.
Since fi1946
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 = 150pcf
4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm = 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. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD -DRAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi ® 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 SHALT_ 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.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH Sc upAP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7. FIRST COURSE MAY BE WET -SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. 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 RETAINING WALL SCHEDULE
,H,
X' BARS
Y' BARS
'B' MIN.
'C' MIN.
16' LONG CMU
16" LONG CMU
2'-0"
4®32"o.c.
Q48"o.c.
2'-8"
4032"o.c.
4048"o.c.
2'-4"
3'-4"
032"o.c.
4048"o.c.
2'-6"
0-9"
4032"o.c.
4C4B'o.c. 1
2'-10"
V-2"
GHL INC.
ARCHITECTURE - ENGINEERING
228 East Badillo Street 1 Covina, CA 91723
T: 626.938.1595
F: 626.938.0485
_ www ghl-ae.com
6' High Wall 2' to 4' Retaining
Toe -out Footing
C o 110mph (ult)
Risk Category I
W18" Wide CMU
OPTIONAL WALL CAP
STD. LADDER TYPE
#5 Sip FOR SLUMPSTONE)
JOINT REiNF. AT TOP COURSE,
AT FIRST COURSE, AND 24"o.c.
AT FENCE
6" WIDE (NOM.) CMU
w/ 'Y BARS PER
SCHEDULE m CTR.
OF WALL. GROUT
CELLS w/ REINF.
#4 HORIZ. 024"o.c.
® RETAINING
4"0 SDR 35 PERF. PIPE w/
1c.f. 3/4" GRAVEL WRAPPED IN
MIRAFI 140N FILTER FABRIC -
SLOPE TO DRAIN. WATERPROOF
BACKSIDE OF RETAINING WALL
8" WIDE (NOM.) CMU
FULLY GROUTED
'X' BARS PER
SCHEDULE, LAP
24" MIN.
F.G.
WET -SET FIRST -'
COURSE
#4 CONT.----
#4 CONT. 0 12"o.c.
CONT. CONC. FTG.
CONC. KEY
12" 12"
B' MIN.
LOADING PER SCHEDULE
1. SEISMIC, 5% DAMPING ® 1 SECOND
ACCELERATION Cs=0.33Wt.
2. FOUNDATION SIZES BASED ON
MAXIMUM WIND OR SEISMIC
LOADING.
CITY OF LA QUINTA
BUILDING DIVISION
APPROVED
FOR CONSTRUCTION
BY: A. 6,& DATE: 09/21/2018
'H' + 12"
DISTANCE TO EDGE OF
NEAREST ADJACENT
FOUNDATION
OPTTONAL CHAMFER
J BACKFILL-
I WELL GRADED, CLEAN
SANDS OR GRAVEL OR
COMBINATION
USC= GW,GP OR SW,SP
24" OUTSIDE FACE
OF BLOCK TO
4. OF VERT
w
.. •.
w
u
■
J � N
I
3" CLR.
TYP.
1_
#4016"o.c. STAGGERED
w/ STEM BAR FOR
TYPE 'A` WALLS
RETAINING 3'-4" & 4'-0"
PROF ESS/.
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7 n�I
N0. 85s81
�I EXP. 9-30-20
sqT CIV��,v¢��
F OF C AL�F
DATE SIGNED 9-10-18
S-1.5LQ
#16-077