HomeMy WebLinkAboutMasonry Pilaster(4) - # 4 REBAR
(ONE AT EACH CORNER)
27"
16"
6'
MAX
27"
FOOTING
BLOCK
GROUT
STEEL REBAR
TOP VIEW
SOLID GROUT
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.
Min. 24"
rebar
overlap
Min 24"
rebar
overlap
All footings adjacent to
slopes to be at least 5' to
daylight as shown below.
2
:
1
m
a
x
.
s
l
o
p
e
BOTTOM
OF
FOOTING
5' MIN.
20"
GRADE
REBAR
PLACEMENT
ILLUSTRATION
Footing rebar shall
have a min. 6" long
hook and a min.
concrete cover of 3".
1) FOOTING; Excavation trench clean with steel
in place and supported 3" above and away from
the surrounding the earth/dirt.
2) REBAR/PRE-GROUT; vertical rebar in place -
inspection prior to placing grout.
3) FINAL; After grout is placed - prior to any
decorative cap placement.
Check with the Building Department
to verify if a building permit is required.
LIMITATIONS:
1.Pilaster spacing shall not exceed 20 ft. when other infill fencing
is attached.
2.Only open type fencing (such as wrought iron) may be attached to
pilasters. Solid type fencing may not be attached to pilaster.
3.Gates and doors attached to pilaster are limited to 200# max.
weight and 4 ft. max. width per pilaster.
4.This pilaster design is intended to be used ONLY as a fencing
feature and is not intended to support any other loads .
5.Fence heights are regulated – consult zoning regulations before
beginning construction.
6.Installation of electric circuits, conduits, or lighting fixtures
require electrical permits and inspection.
7.Footings to be placed in undisturbed soil or properly compacted
and engineered fill.
8. For design parameters, see freestanding block wall standard.
27"
BLOCK
(12" X 12" OR 16" X 16")
SECTION VIEW
4"
When a building permit is required,
the following inspections are also required:
DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF)= 30 PASSIVE SOIL BEARING (PSF)=150COEFFICIENT OF FRICTION = 0.25ALLOWABLE SOIL BEARING (PSF)=1500WIND = 80 MPH, EXPOSURE CSEISMIC: Na=1.3, Nv=1.6, Z=0.4, SOIL PROFILE=Sd
Fax (951) 955-2023
(951) 826-5697
City of Riverside
Building Department
Balcony/Deck Standard
Drawn by: B German
11/13/2014 RCLMNpilasterFNL-
PD.vsd PAGE 1 OF 1
Western Riverside County Code Uniformity Program
3900 Main St
Riverside CA, 92522
FAX (760) 776-6392
(760) 776-6420
City of Palm Desert
Building Department
Masonry Pilaster
Drawn by: B German
11/13/2014 RCLMNpilasterFNL-PD.vsd PAGE 1 OF 1
Western Riverside County Code Uniformity Program
73-510 Fred Waring Drive,
Palm Desert, CA 92260