PMT15-01332 i
City of Menifee Permit No.: PMT15-01332
29714 HAUN RD, 6
CCt A MENIFEE, CA 92586 Type: Commercial Alteration
MENIFEE Date Issued: 05/19/2015
PERMIT
i
Site Address: 29995 EVANS RD, MENIFEE, CA 92586 Parcel Number: 338-121-046
Construction Cost: $75,000.00
Existing Use: Proposed Use:
Description of RE-CONSTRUCTION OF 2 BAYS, NEW SECURITY FENCING,ADA WORK, RELOCATION OF
Work: PARKING LOT LIGHT& UNDERGROUND ELECTRICAL
Owner Contractor
CITY OF MENIFEE ROADWAY ENGINEERING&CONTRACTING INC
29714 HAUN RD 10247 BELLEGRAVE AVE STE 122 _
MENIFEE, CA 92586 MIRA LOMA, CA 91752
Applicant Phone: 9513606834
ERIC ALVAREZ License Number: 874044
10247 BELLEGRAVE AVE STE 122
MIRA LOMA, CA 91752
Fee Description 6Qyt Amount is
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing building operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee. Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA Bldg Permit Template.rpt Page 1 of 1
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i
City Of Menefee
LICENSED DECLARATION
I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ 1, as owner of the property an exclusively contracting with licensed
Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044,Business and Professions
Professions Code and my license is In full force nd ffget. Code,The Contractor's License Law does not apply to an owner of property
License Class_:P_License No, who builds or Improves thereon, and who contracts for the projects with a
Expires'- id I I is Signature licensed contractors)pursuant to the Contractors State License Law).
WORKERS'COMPENSATION DEEIRATION
❑ 1 am exempt turn licensure under the Contractors'State License Law for the
❑ 1 hereby affirm under penalty of perjury one of the following declarations: following reason:
I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my• „ai residence In
compensatlon,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one vo prior to
Section 3700 of the Labor Code, for the performance of work for which this Improvements covered b this. anmit,I oe-
permit is issued. P Y p ..,alai, -cil a structure ui4,,lave
Policy# bullies an owner-building[fit has, .ueen ^onsiructed Id Its entlrety by Ilcenseu
L - contractors.I understand r'.„r a rrpy m.the applicable law,Section'7044 of the
yt I have and will malntain workers' compensation Insurance, as required by Business and n ,;;,,,31oe• -ve,is avallable upon request when this application is
dion 3700 of the Labor Code, for the performance of the work for which this submitted n•ar thu Mtowing Web ske:htto•IAs:ry leolnfo ea aovlc-Nw html;
permit is Issued,Myworkers'compensation Insurance carrier and policy number are: - -
r `' �,- �' a 5 Property Owner or ut prized gent
Carrier Y�V�Q.S �... KNd ,� �d - Date
Expires J' ). i'\D Policy# IS2000
p: A ❑ By my Signature below, I cerfffy to each of the following: I am the property
Name of Agent.Sat. F�+LQ�.,.s-� Phone# qD�l"°Y^riY—Yia•�'O
�-'- owner or authorized W act on the properly owner's behalf. I have read this
(This section need egf be completed If the permit Is for application and the Information I have provided Is correct. I agree to comply
one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building
construction.I authorize representatives of this city or county to enter the above-
❑ I certify that in the performance of-the work for which this permit is Issued,I Identified property for the Inspection purposes.
shall not small any persons 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 PropertyOwner or Authorized A
Code,I shall forthwith comply with those provisions. gent Data-
Date; City Business License#
-�2.e 1_)_�' Applicant; .�"
WARNING: FAILURE TO SEC RE WORKERS' HAZARDOUS MATERIAL DECLARATION
COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING
($100,000),IN ADDITION TO THE COST OF COMPENSATION, pYE5 OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA-
DAMAGES AS PROVIDED FOR IN SECTION 3700 OF THE ,j MIXTURE CONTAINING A HAZARDOUS MATERIAL
LABOR CODE,INTEREST,AND ATTORNEYS FEES rONO EQUAL TO OR GREATER THAN THE AMOUNTS
CONSTRUCTION LENDING AGENCY f SPECIFIED ON THE HAZARDOUS MATERIALS
t hereby affirm that under the penalty of perjury there Is a construction lending INFORMATION GUIDE? -
agency for the performance of the work which this permit Is issued(Section WILL THE INTENDED USE OF THE BUILDING BY THE
3097 Civil Code) /) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE
Lender's Name 1"l I pYE5 A PERMIT FOR THE CONSTRUCTION OR MODIFICATION
Lender's Address
—r FROM THE SOUTH COAST AIR QUALITY MANAGEMENT
O DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR
OWNER BUILDER DECLARATIONS GUIDE LINES
1 hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME:
License Law for the reason(s)Indicated below by the checkmark(sj I have placed OYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY
next to the applicable item(s)(Section 7031.5,Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A
Any city or county that requires a permit to construct, alter, Improve, demolish, ❑NO SCHOOL?
or repair any structure,prior to Its Issuance, also requires the applicant for the _
permit to Ille a signed statement that he or she Is licensed pursuant to the
provisions of the Contractor's State License Law(Chapter A (commencing with I HAVE READ THE HAZARDOUS MATERIAL
Sectlon 7000)of Division 3 of the Business and Professions Code)or that he or YES INFORMATION GUIDE AND THE SCAQMD PERMITTING
she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS
violation of Section 7031.5 by any Appplicant for a permit subjects the applicant to El NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY
a civil penalty of not more than($500).) CODE,SECTION 25505 25533,AND-25534 CONCERNING
❑ 1, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL AEPORTING, -
compensation,wllldo-( )ail of or( )porting of the work,and the structure is PROPERTY OWNER OR AUTHORIZED AGENT
not intended or offered for sale.(Section 7044,Business and Professions Code;
The Contractor's State License Law does not apply to an owner of a property X '
who, through employees'or personal effort, builds or Improves the property, _
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-
Builderwil have the burden of proving that It was not built or improved for the
purpose of sale),
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
DIVISION 4:
ACCESSIBLE ROUTE®ff ice Copy
IIB-401 General other existing conditions, the enforcing agency
IIB-401.1 Scope. The provisions of Division 4 shall apply determines that compliance with the 48-inch
where required by Division 2 or where referenced by a (1219 mm)clear sidewalk width would create an
requirement in this chapter. unreasonable hardship, the clear width may be -
IIB-402 Accessible routes reduced to 36 inches(914 mm).
4. The clear width for aisles shall be 36 inches(914
II11-402.1 General. Accessible routes shall comply with mm) minimum if serving elements on only one
11B-402. side, and 44 inches (1118 mm) minimum if serv-
IIB-402.2 Components. Accessible routes shall consist of ing elements on both sides.
one or more of the following components: walking surfaces
with a running slope not steeper than 1:20,doorways,ramps, 24 max 24 max
curb ramps excluding the flared sides,elevators,and platform sio 61D
lifts.All components of an accessible route shall comply with
the applicable requirements of Division 4. 1219
c._:.
11B•403 Walking surfaces
IIB-403.1 General. Walking surfaces that are a part of an E� E
accessible route shall comply with Section IIB-403. 2. N
JI N (O
11B-403.2 Floor or ground surface. Floor or ground sur- ro m � � r) r1
faces shall comply with Section JIB-302. map ld —�
I111-403.3 Slope. The running slope of walking surfaces
shall not be steeper than 1:20.The cross slope of walking sur-
faces shall not be steeper than 1:48. FIGURE 11B403.5.1
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
Exception: The running slope of sidewalks shall not
exceed the general grade established for the adjacent
street or highway. IIB-403.5.2 Clear width at turn. Where the accessible
IIB-403.4 Changes in level. Changes in level shall comply route makes a 180 degree turn around an element which is
with Section IIB-303. less than 48 inches (7219 mm) wide,clear width shall be
IIB-403.5 Clearances.Walking surfaces shall provide clear- 42 inches (1067 mm) minimum approaching the turn, 48
antes complyingwith Section JIB-403.5. inches (1219 mm) minimum at the turn and 42 inches
Exception: Within employee work areas, clearances on (1067 mm)minimum leaving the turn.
Exception: Where. the clear width at the turn is 60
common use circulation paths shall be permitted to be
decreased by work area equipment provided that the inches (1524 mm) minimum compliance with See �w
decrease is essential to the function of the work being per- IIB-403.5.2 shall not be required.formed. IIB-403.53 �1 Passing spaces. An accessible route w >t�, QQ�
IIB-403.5.1 Clear width.Except as provided in Sections clear width less than 60 inches (1524 mm) shall pr P
IIB-403.5.2 and JIB-403.5.3, the clear width of walking passing spaces at intervals of 200 feet(60,960 mm) m
surfaces shall be 36 inches(9/4 rum)minimum. mum. Passing spaces shall be either: a space 60 me
(1524 mm)minimum by 60 inches (1524 mm)minimum; �EQ
Exceptions: or,an intersection of two walking surfaces providing a T- v�E 4
1. The clear width shall be permitted to be reduced shaped space complying with Section IIB-304.3.2 where
to 32 inches (813 mm) minimum for a length of the base and arms of the T-shaped space extend 48 inches
24 inches (610 mm) maximum provided that (1219 mm)minimum beyond the intersection.
reduced width segments are separated by seg- IIB-403.6 Handrails. Where handrails are provided along � ��,,
ments that are 48 inches (1219 mm) long mini- walking surfaces with running slopes not steeper than 1:20
mum and 36 inches(914 mm)wide minimum. they shall comply with Section IIB-505. y
2. The clear width for walking surfaces in corridors JIB-403.7 Continuous gradient. All walks with continuous
serving an occupant load of 10 or more shall be gradients shall have resting areas, 60 inches (1524 rum) in
44 inches(1178 nun)minimum. length, at intervals of 400 feet(121.920 rum)maximum. The
3. The clear width for sidewalks and walks shall be resting area shall be at least as wide as the walk. The slope of
48 inches(1219 mm)minimum. When,because of the resting area in all directions shall be 1:48 maximum.
right-of-way restrictions, natural bnrrieru&IV�i Me Copy
552 / 10143 _ 2013 CALIFORNIA BUILDING CODE
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
72 min - 60 min 60 min
tEYe 1524 1524
bottom
landing ramp run landing ramprun
landing
at least as wide as ramp run
(a) (b)
straight change in direction
T_ c
2
E
B
(c) r7
5
top landing B R
o=
m
60 min
1524
FIGURE 11B-005.7
RAMP LANDINGS
IIB-405.7.5 Doorways. Where doorways are located (12.7 mm) maximum within 10 inches (254 mm)
adjacent to a ramp landing, maneuvering clearances horizontally of the minimum landing area specified
required by Sections Il B-404.2.4 and 11 B-404.3.2 shall be in Section 11 B-405.7.
permitted to overlap the required landing area. Doors, II11-405.9.1 Reserved.
when fully open,shall not reduce the required ramp land-
ing width by more than 3 inches(76 mm). Doors, in any I1B-405.9.2 Curb or barrier.A curb, 2 inches (51 mm)
position, shall not reduce the minimum dimension of the high minimum, or barrier shall be provided that prevents
ramp landing to less than 42 inches(1067 mm). the passage of a 4 inch(102 mm) diameter sphere, where
any portion of the sphere is within 4 inches (102 mm) of
IIB-405.8 Handrails.Ramp runs shall have handrails com- the finish floor or ground surface. To prevent wheel
plying with Section IIB-505. entrapment,the curb or barrier shall provide a continuous
Exceptions: and uninterrupted barrier along the length of the ramp.
1. Reserved.
2. Handrails are not required at ramps immediately
adjacent to fixed seating in assembly areas. I
102
3. Curb ramps do not require handrails.
4. At door landings, handrails are not required on
ramp runs less than 6 inches(152 mm)in rise or 72 J
inches(1829 mm)in length. X < 4 5V
-�
11B-405.9 Edge protection.Edge protection complying with
Section 1/B-405.9.2 shall be provided on each side of ramp
runs and at each side of ramp landings. FIGURE 11B-405.9.2
Exceptions: CURB OR BARRIER EDGE PROTECTION 'too
1. Edge protection shall not be required on ramps that '0j4W
are not required to have handrails and have sides IIB-405.10 Wet conditions.Landings subject to wet condi- �I
complying with Section 11B-406.2.2. tions shall be designed to prevent the accumulation of water.
2. Edge protection shall not be required on the sides of IIB-406 Curb ramps,blended transitions and islands
ramp landings serving an adjoining ramp run or 11B.406.1 General. Curb ramps, blended transitions and
stairway. islands on accessible routes shall comply with Section 11B-
3. Edge protection shall not be required on the sides of 406. Curb ramps may be perpendicular,parallel,or a combi-
ramp landings having a vertical drop-off of r/2 inch nation of perpendicular and parallel.
2013 CALIFORNIA BUILDING CODE 561
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
Zone Only"and including the International Symbol ofAcces- 1111-504.8 Floor identification. Floor identification signs
sibility complying with Section IIB-703.7.2.1 in white on a required by Chapter 10, Section 1022.9 complying with Sec-
dark blue background. tions IIB-703.1, 11B-703.2, 11B-703.3 and IIB-703.5 shall
JIB-504 Stairways be located at the landing of each floor level,placed adjacent
to the door on the latch side, in all enclosed stairways in
IIB-504.1 General. Stairs shall comply with Section IIB- buildings two or more stories in height to identify the floor
504. level. At the exit discharge level, the sign shall include a
IIB-504.2 Treads and risers.All steps on a flight of stairs raised five pointed star located to the left of the identifying
shall have uniform riser heights and uniform tread depths. floor level. The outside diameter of the star shall be the same
Risers shall be 4 inches (102 mm) high minimum and 7 as the height of the raised characters.
inches (178 mm) high maximum. Treads shall be 11 inches IIB-505 Handrails
(279 mm)deep minimum.
JIB-505.1 General. Handrails provided along walking sur- �
IIB-504.3 Open risers.Open risers are not permitted. faces complying with Section IIB-403, required at ramps
Exceptions: complying with Section IIB-405,and required at stairs com-
1. On exterior stairways, an opening of not more than plying with Section IIB-504 shall comply with Section 1111-
'/z inch (12.7 mm) may be permitted between the 505.
base of the riser and the tread. II11-505.2 Where required.Handrails shall be provided on
2. On exterior stairways, risers constructed of grating both sides of stairs and ramps.
containing openings of not more than t/t inch(12.7 Exceptions:
min)may be permitted. 1. In assembly areas,handrails shall not be required on
IIB-504A Tread surface. Stair treads shall comply with both sides of aisle ramps where a handrail is pro-
Section IIB-302.Changes in level are not permitted. vided at either side or within the aisle width.
Exception: Treads shall be permitted to have a slope not 2. Curb ramps do not require handrails.
steeper than 1:48. 3. At door landings, handrails are not required when
IIB-504.4.1 Contrasting stripe. Interior stairs shall have the ramp run is less than 6 inches (152 mm) in rise
the upper approach and lower tread marked by a stripe or 72 inches(1829 mm)in length.
providing clear visual contrast. Exterior stairs shall have II11-505.3 Continuity.Handrails shall be continuous within
the upper approach and all treads marked by a stripe pro- the full length of each stair flight or ramp run. Inside hand-
viding clear visual contrast. rails on switchback or dogleg stairs and ramps shall be con-
The stripe shall be a minimum of 2 inches(51 mm)wide tinuous between flights or tuns.
to a maximum of 4 inches(102 mm) wide placed parallel Exception: In assembly areas,ramp handrails adjacent to
to,and not more than I inch(25 nun)from, the nose of the seating or within the aisle width shall not be required to be
step or upper approach. The stripe shall extend the full continuous in aisles serving seating.
width of the step or upper approach and shall be of mate-
rial that is at least as slip resistant as the other treads of
the stair. A painted stripe shall be acceptable. Grooves radius %z
shall not be used to satisfy this requirement. max 300 max
edge of the
tread s s. The radius of curvature at themu leading 2.7
edge of the tread shall be'/2 inch(12.7 mm)maximum.Nos-
ings that project beyond risers shall have the underside of the
leading edge curved or beveled. Risers shall be permitted to (a) (b)
slope under the tread at an angle of 30 degrees maximum radius of tread edge angled riser
from vertical. The permitted projection of the nosing shall (typical force profiles)
extend I/4 inches(32 mm)maximum over the tread below.
Exception:In existing buildings there is no requirement to 1%max 1%max
retroactively alter existing nosing projections of It/z `" 32 32
inches (38 mm) which were constructed in compliance )AS�
with the building code in effect at the time of original con-
struction. A
II11-504.6 Handrails.Stairs shall have handrails complying (C) (d)
with Section IIB-505. curved nosing beveled nosing
IIB-504.7 Wet conditions. Stair treads and landings subject
to wet conditions shall be designed to prevent the accumula- FIGURE 1113-504.5
tion of water. STAIR NOSINGS
576 2013 CALIFORNIA BUILDING CODE
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
IIB-505.4 Height. Top of gripping surfaces of handrails obstructed along their entire length where they are
shall be 34 inches (864 mm) minimum and 38 inches (965 integral to crash rails or bumper guards.
mm) maximum vertically above walking surfaces, stair nos- 2. The distance between horizontal projections and the
ings, and ramp surfaces. Handrails shall be at a consistent bottom of the gripping surface shall be permitted to
height above walking surfaces, stair nosings, and ramp sur- be reduced by I/8 inch (3.2 mm) for each /2 inch
faces.
(12.7 rum) of additional handrail perimeter dimen-
sion that exceeds 4 inches(102 mm).
IIB-505.7 Cross section. Handrail gripping surfaces shall
00 have a cross section complying with Section JIB-505.7.1 or
dm Co tS of IIB-505.7.2.
m W m m 11B-505.7.1 Circular cross section. Handrail gripping sur-
faces with a circular cross section shall have an outside diam-
eter of 144 inches (32 mm) minimum and 2 inches (51. mm)
(a) (b) (c) maximum.
stairs ramps walking surfaces 11B-505.7.2 Non-circular cross sections. Handrail grip-
ping surfaces with a non-circular cross section shall have a
FIGURE IIB-505.4 perimeter dimension of 4 inches (102 mm) minimum and
HANDRAIL HEIGHT 6'/4 inches (159 mm) maximum, and a cross-section
dimension of 2'/4 inches(57 mm)maximum.
IIB-505.5 Clearance. Clearance between handrail gripping
surfaces and adjacent surfaces shall be 1'/2 inches (38 man) 4-6Ya perimeter
minimum.Handrails may be located in a recess if the recess
is 3 inches (76 mm)maximum deep and 18 inches(457 mm)minimum clear clear above the top of the handrail.
11�2 fllii7 2'/a ntax
r� 38 `Li'
l r
(a) (b)
FIGURE 11B-505.5 FIGURE 118305.7.2
HANDRAIL CLEARANCE HANDRAIL NON-CIRCULAR CROSS SECTION
IIB-505.6 Gripping surface. Handrail gripping surfaces II11-505.8 Surfaces.Handrail gripping surfaces and any sur-
shall be continuous along their length and shall not be faces adjacent to them shall be free of sharp or abrasive ele-
obstructed along their tops or sides. The bottoms of handrail ments and shall have rounded edges. al'
gripping surfaces shall not be obstructed for more than 20 11B-505.9 Fittings.Handrails shall not rotate within their fit-
percent of their length. Where provided, horizontal projec-
tions shall occur 1'/2 inches (39 mm) minimum below the rings.
bottom of the handrail gripping surface. IIB-505.10 Handrail extensions.Handrail gripping surfaces
Exceptions: shall extend beyond and in the same direction of stair flights
and ramp runs in accordance with Section IIB-505.10.
1. Where handrails are provided along walking Sur-
faces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be 1. Extensions shall not be required for continuous hand-
rails at the inside turn of switchback or dogleg stairs
and ramps. BQn�
2. In assembly areas, extensions shall not be required for 0ism,
.
ramp handrails in aisles serving seating where the
handrails are discontinuous to provide access to seating
r and to permit crossovers within aisles.
-` -"-' 3. In alterations,where the extension of the handrail in the
direction of ramp run would create a hazard, the exten-
sion of the handrail may be turned 90 degrees from the
FIGURE 1/B-505.5 ramp run.
HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE
2013 CALIFORNIA BUILDING CODE 577
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
IIB-505.10.1 Top and bottom extension at ramps.
Ramp handrails shall extend horizontally above the land-
ing for 12 inches (305 mm) minimum beyond the top and
bottom of ramp runs. Extensions shall return to a wall,
guard,or the landing surface,or shall be continuous to the
handrail of an adjacent ramp run.
12 min
12 min 305
305
Y-LI
FIGURE 11B.505.10.1
TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS
IIB-505.10.2 Top extension at stairs.At the top of a stair
flight, handrails shall extend horizontally above the land-
ing for 12 inches (305 mm) minimum beginning directly
above the first riser nosing. Extensions shall return to a
wall,guard,or the landing surface,or shall be continuous
to the handrail of an adjacent stair flight.
12 min
305—"
I
i
I
I
i
�I
12 plus head
FIGURE 11B-505.10.2 305 depth min
TOP HANDRAIL EXTENSION AT STAIRS
IIB-505.10.3 Bottom extension at stairs. At the bottom i 12 .
of a stair flight, handrails shall extend at the slope of the 305 j
stair flight for a horizontal distance equal to one tread
depth beyond the last riser nosing. Such extension shall ❑ X
continue with a horizontal extension or shall be continu-
ous to the handrail of an adjacent stair flight or shall
return to a wall,guard, or the walking surface.At the bot- be CC
tom of a stair flight, a horizontal extension of a handrail pfOY�S�
shall be 12 inches (305 mm) long minimum and a height - 0
equal to that of the sloping portion of the handrail as mea- Note:x=tread depth
sured above the stair nosings. Extension shall return to a
wall, guard,or the landing surface, or shall be continuous FIGURE 11B-505.10.3
to the handrail of an adjacent stair flight. BOTTOM HANDRAIL EXTENSION AT STAIRS
578 2013 CALIFORNIA BUILDING CODE
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
IIB-406.1.1 Perpendicular curb ramps. Perpendicular JIB-406.5.1 Location. Curb ramps and the flared sides of '
curb ramps shall comply with Section Il B-406.2. curb ramps shall be located so that they do not project
JIB-406.1.2 Parallel curb ramps. Parallel curb ramps into vehicular traffic lanes, parking spaces, or parking
,shall comply with.Section 11 B-406.3. access aisles. Curb ramps at marked crossings shall be
wholly contained within the markings, excluding any
11B-406.1.3 Blended transitions. Blended transitions flared sides.
shall comply with Section IIB-406.4.
Exception: Diagonal curb ramps shall comply with
1111-406.1.4 Islands. Islands shall comply with Section Section IIB-406.5.9.
11 B-406.6.
JIB-406.5.2 Width. The clear width of curb ramp runs
II11-406.2 Perpendicular curb ramps. Perpendicular curb (excluding any flared sides),blended transitions,and turn-
ramps shall comply with Sections 11 B-406.2 and 1113-406.5, ing spaces shall be 48 inches(1219 min)minimum.
IIB-406.2.1 Slope. Ramp runs shall have a running slope IIB-406.5.3 Landings. Landings shall be provided at the
not steeper than 1:12. tops of curb ramps and blended transitions. The landing
IIB-406.2.2 Sides of curb ramps. Where provided, curb clear Length shall be 48 inches(1219 min)minimum. The
ramp flares shall not be steeper than 1:10. landing clear width shall be at least as wide as the curb
ramp, excluding any flared sides,or the blended transition
- - leading to the lauding. The slope of the landing in all
directions shall be 1:48 maximum.
flared sides
! 1:1oms=dove Exception: Parallel curb ramps shall not be required
to comply with Section 11 B-406.5.3.
-- at least as wide as
slot y slop \ — --- r-,i- curb ramp
48 minim
1218
FIGURE 11B-406.2.2
SIDES OF CURB RAMPS
IIB-406.3 Parallel curb ramps. Parallel curb ramps shall -
comply with Sections IIB-406.3 and I I B-406.5. _
JIB-406.3.1 Slope. The running slope of the curb ramp
segments shall be in-line with the direction of sidewalk
travel. Ramp rules shall have a running slope not steeper
than 1:12.
II11-406.3.2 Turning space. A turning space 48 inches
(1219 min) minimum by 48 inches (1219 min) minimum FIGURE 11B-006.5.3
shall be provided at the bottom of the curb ramp. The LANDINGS AT THE TOP OF CURB RAMPS
slope of the turning space in all directions shall be 1:48
maximum. JIB-406.5.4 Floor or ground surfaces. Floor or ground
surfaces of curb ramps and blended transitions shall com-
ply with Section 11 B-405.4.
rare
IIB-406.5.5 Wet conditions. Curb ramps and blended
a8a min transitions shall comply with Section IIB-405.10.
IIB-406.5.E Grade breaks. Grade breaks at the top and
bottom of curb ramp runs shall be perpendicular to the
direction of the ramp run. Grade breaks shall not be per-
mitted on the surface of ramp runs and turning spaces.
FIGURE 11B406.3.2 Surface slopes that meet at grade breaks shall be flush.
PARALLEL CURB RAMPS IIB-406.5.7 Cross slope. The cross slope of curb ramps 15UA1
and blended transitions shall be 1:48 maximum. 011!pal
IIB-406.4 Blended transitions. Blended transitions shall IIB-406.5.8 Counter slope. Counter slopes of adjoining
comply with Sections 71B-40b.4 and 1 JB-006.5. gutters and road surfaces immediately adjacent to and
IIB-406.4.1 Slope. Blended transitions shall have a rem- within 24 inches (610 min) of the curb ramp shall not be
ning slope not steeper than 1:20. steeper than 1:20. The adjacent surfaces at transitions at
II11-406.5 Common requirements. Curb ramps and blended curb ramps to walks, gutters, and streets shall be at the
transitions shall comply with Section Il B-406.5. same level.
562 2013 CALIFORNIA BUILDING CODE
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
adjoining surface maximum 240
slope ' i e1d
20
—curb mmp slope / -_.
48 min 24 min
FIGURE 11B-406.5.7 -i2i4 � ;:2ti<._,. sto
COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 7%" '7E..,.�
IIB406.5.9 Clear space at diagonal curb ramps. The �
bottom of diagonal curb ramps shall have a clear space 48
inches(1219 min)minimum outside active traffic lanes of
the roadway. Diagonal curb ramps provided at marked
crossings shall provide the 48 inches(1219 min)minimum
clear space within the markings.
IIB-406.5.10 Diagonal curb ramps. Diagonal or corner FIGURE 11B-006.5.10
type curb ramps with returned curbs or other well-defined DIAGONAL OR CORNER TYPE CURB RAMPS
edges shall have the edges parallel to the direction of
pedestrian flow. Diagonal curb ramps with flared sides
shall have a segment of curb 24 inches (610 min) long IIB-406.5.12 Detectable warnings. Curb ramps and
minimum located on each side of the curb ramp and within blended transitions shall have detectable warnings com-
the marked crossing. plying with Section 11 B-705.
IIB-406.5.11 Grooved border. Curb ramps shall have a IIB-406.6Islands. Raised islands in crossings shall be cut
grooved border 12 inches(305 min)wide along the top of through level with the street or have curb ramps at both
the curb ramp at the level surface of the top landing and at sides. The clear width of the accessible route at islands shall
the outside edges of the flared sides. The grooved border be 60 inches (1524 min) wide minimum. Where curb ramps
shall consist of a series of grooves t/a inch(6.4 nun) wide are provided, they shall comply with Section Il B-406.Land-
, by t/4 inch(6.4 min)deep,at /4 inch(19 min)on center. ings complying with Section 11 B-406.5.3 and the accessible
route shall be permitted to overlap.Islands shall have detect-
Exceptions: able warnings complying with Section 11B-705.
1. At parallel curb ramps, the grooved border shall IIB-407 Elevators
be on the upper approach immediately adjacent
to the curb ramp across the full width of the curb IIB-407.1 General. Elevators shall comply with Section
ramp. IIB-407 and with ASME A17.1 They shall be passenger ele-
vators as classified by ASME A17.1.Elevator operation shall
2. A grooved border shall not be required at be automatic.
blended transitions.
60 min
1624
-r :N
mm act
46 min
I I uts
I I
I I
1
tO IN
lid
(a) (b) P
cut through at island curb ramp at island
FIGURE 11B-406.6
ISLANDS IN CROSSINGS
2013 CALIFORNIA BUILDING CODE 563
i
1
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
i
DIVISION 5:
GENERAL SITE AND BUILDING ELEMENTS
11B-501 General ments shall be permitted to include the full width of the
IIB-501.1 Scope. The provisions of Division 5 shall apply line defining the parking space or access aisle.
where required by Division 2 or where referenced by a 1111-502.2 Vehicle spaces.Car and van parking spaces shall
requirement in this chapter. be 216 inches(5486 mm) long minimum. Car parking spaces
IIB-502 Parking spaces shall be 108 inches(2743 mm)wide minimum and van park-
ing spaces shall be 144 inches (3658 mm) wide minimum,
JIB-502.1 General. Car and van parking spaces shall com- shall be marked to define the width, and shall have an adja-
ply with Section IIB-502.Where parking spaces are marked cent access aisle complying with Section IIB-502.3.
with lines,width measurements of parking spaces and access
aisles shall be made from the centerline of the markings. Exception: Van parking spaces shall be permitted to be
108 inches (2743 mm) wide minimum where the access
Exception:Where parking spaces or access aisles are not aisle is 96 inches(2438 mm)wide minimum.
adjacent to another parking space or access aisle,measure-
c
E�
N
van car
NO
ARK/N
la)
perpendicular
parking
van car
N
Pig r� a1Jt�
P
I(loll
AAA. angled
parking iM tl14'..
FIGURE 11B-502.2
VEHICLE PARKING SPACES
572 2013 CALIFORNIA BUILDING CODE
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
IIB-502.3 Access aisle.Access aisles serving parking spaces hatched lines a maximum of 36 inches(914 mm)on center
shall comply with Section IIB-502.3. Access aisles shall in a color contrasting with that of the aisle surface,prefer-
adjoin an accessible route. Two parking spaces shall be per- ably blue or white. The words "NO PARKING" shall be
mitted to share a common access aisle. painted on the surface within each access aisle in white
1113-502.3.1 Width. Access aisles serving car and van letters a minimum of 12 inches (305 mm) in height and
parking spaces shall be 60 inches (1524 mm) wide mini- located to be visible from the adjacent vehicular way.
mum. Access aisle markings may extend beyond the minimum
required length.
11 mired len Length. Access aisles shall extend the full 1111-502.3.4 Location.Access aisles shall not overla the
required length of the parking spaces they serve. P
vehicular way. Access aisles shall be permitted to be
IIB-502.3.3 Marking.Access aisles shall be marked with placed on either side of the parking space except for van
a blue painted borderline around their perimeter. The parking spaces which shall have access aisles located on
area within the blue borderlines shall be marked with the passenger side of the parking spaces.
cg'
i�
s
`6
t
rn
� access
aisle
'S
NO
' ARKING
sD min
1524 (a)
perpendicular
parking
60�e
i
i
9G.
� W
�5
access
. aisle ° M
m N ,A t1k(OF
111t.1�06�
angled
parking
FIGURE 11B-602.3
PARKING SPACE ACCESS AISLE
2013 CALIFORNIA BUILDING CODE 573
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
�rvldenti(caticn
i access
international aisle
symbol of X, blue border
accessibility -/,—hatched I'jnes
36inches at 36 ruches
3 14 mm)by (914 mm)on
( '..
inches
(914 min) maxNO
J min�„
a�,r ARMNG
(a) white lettering,
perpendicular parking 12 inches
(305 mm)min
height
�l \
� l
L Identification
sign
access
aisle
International blue border
symbol of hatched lines
accessibility at 36 inches
36 inches- (914 mm)on
(914 mm)by centermax
36 Inches
(994 mm)min
Va0 G
PRy-tta r— optional
extension of
white lettering,. �___ ,, access aisle
12 Inches marking
(305 mm)min (b)
height angled
parking
FIGURE 11B-502.3.3
ANGLED AND PERPENDICULAR PARKING IDENTIFICATION
JIB-502.4 Floor or ground surfaces. Parking spaces and be 60 inches (1524 mm) minimum above the finish floor or
access aisles serving them shall comply with Section 11B- ground surface measured to the bottom of the sign.
302. Access aisles shall be at the same level as the parking Exception:Signs located within an accessible route shall
spaces they serve.Changes in level are not permitted. be a minimum of 80 inches (2032 mm) above the finish
Exception: Slopes not steeper than 1:48 shall be permit- floor or ground surface measured to the bottom of the IAY
ted. sign.
IIB-502.5 Vertical clearance. Parking spaces, access aisles IIB-502.6.1 Finish and size. Parking identification signs
and vehicular routes serving them shall provide a vertical shall be reflectorized with a minimum area of 70 square
clearance of 98 inches(2489 mm)minimum. inches(45,161 mm'), -
II11-502.6 Identification. Parking space identification signs IIB-502.6.2 Mininntm fine. Additional language or an CCltli,
shall include the International Symbol of Accessibility com- additional sign below the International Symbol of Accessi-
plying with Section 11B-703.7.2.I. Signs identifying van bility shall state "Minimum Fine$250." 00Ar
parking spaces shall contain additional language or an addi- LIB-502.6.3 Location.A parking space identification,sign
tional sign with the designation"van accessible."Signs shall shall be visible from each parking space. Signs shall be
574 2013 CALIFORNIA BUILDING CODE
I
i
I
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
permanently posted either immediately adjacent to the be reclaimed at: or by
parking space or within the projected parking space width telephoning
at the head end of the parking space. Signs may also be Blank spaces shall be filled in with appropriate infor-
permanently posted on a wall at the interior end of the mation as a permanent part of the sign.
parking space.
11B•503 Passenger drop-off and loading zones
II 8-502.6.4 Marking. Each accessible car and van space
shall have surface identification complying with either IIB-503,1 General. Passenger drop-off and loading zones
Sections 11B-502.6.4.1 or IIB-502.6.4.2. shall comply with Section 11B-503.
11B-502.6.4.1 The parking space shall be marked with IIB-503.2 Vehicle pull-up space. Passenger drop-off and
an International Symbol of Accessibility complying loading zones shall provide a vehicular pull-up space 96
with Section 11B-703.7.2.1 in white on a blue back- inches (2.438 mm) wide minimum and 20 feet (6096 mm)
ground a minimum 36 inches wide by 36 inches high long minimum.
(914 mm by 914 mm). The centerline of the Interna- 11B-503.3 Access aisle. Passenger drop-off and loading
tional Symbol of Accessibility shall be a maximum of 6 zones shall provide access aisles complying with Section
inches (152 mm) from the centerline of the parking 71B-503 adjacent and parallel to the vehicle pull-up space.
space, its sides parallel to the length of the parking Access aisles shall adjoin an accessible route and shall not
space and its lower corner at, or lower side aligned overlap the vehicular way.
with, the end of the parking space length.
IIB-502.6.4.2 The parking space shall be outlined or fulltenoln of _
space .€q
painted blue and shall 6e marked with an International vititdif P*wcurt line
Symbol of Accessibility complying with Section IIB-
703.7.2.1 a minimum 36 inches wide by 36 inches high
(914 mm by 914 mm) in white or a suitable contrasting
color. The centerline of the International Symbol of -+�
area to 5e •�-^
Accessibility shall be a maximum of 6 inches(152 mm) ma ked
from the centerline of the parking space, its sides par-
allel to the length of the parking space and its lower —_
corner at, or lower side aligned with, the end of the
parking space. FIGURE 11B-503.3
IIB-502.7 Relationship to accessible routes. Parking PASSENGER DROP-OFFAND LOADING ZONE ACCESS AISLE
spaces and access aisles shall be designed so that cars and 11B-503.3.1 Width. Access aisles serving vehicle pull-up
vans, when parked, cannot obstruct the required clear width spaces shall be 60 inches(1524 mm)wide minimum.
of adjacent accessible routes.
IIB-503.3.2 Length. Access aisles shall extend the full
I111-502.7.1 Arrangement. Parking spaces and access length of the vehicle pull-up spaces they serve.
aisles shall be designed so thatpersons using them are not
required to travel behind parking spaces other than to IIB-503.3.3 Marking.Access aisles shall be marked with
pass behind the parking space in which they parked a painted borderline around their perimeter. The area
within the borderlines shall be marked with hatched lines
IIB-502.7.2 Wheel stops. A curb or wheel stop shall be a maximum of 36 inches (914 mm) on center in a color
provided if required to prevent encroachment of vehicles contrasting with that of the aisle surface.
over the required clear width of adjacent accessible
routes II11-503.4 Floor and ground surfaces. Vehicle pull-up
spaces and access aisles serving them shall comply with Sec-
IIB-502.8 Additional signage. An additional sign shall be tion 11B-302. Access aisles shall be at the same level as the
posted either; 1) in a conspicuous place at each entrance to vehicle pull-up space they serve.Changes in level are not per-
an off-street parking facility or 2) immediately adjacent to mitted.
on-site accessible parking and visible from each parking
Exception: Slopes not steeper than 1:48 shall be permit-
space. ted.
IIB-502.8.1 Size. The additional sign shall not be less JIB-503.5 Vertical clearance. Vehicle pull-up spaces,
than 17 inches (432 mm) wide by 22 inches (559 mm) access aisles serving them, and a vehicular route from an 19
high. entrance to the passenger loading zone and from the passen-
IIB-502.8.2 Lettering. The additional sign shall clearly ger loading zone to a vehicular exit shall provide a vertical JI
state in letters with a minimum height of 1 inch (25 mm) clearance of 114 inches(2896 mm)minimum.
the,following: 1111-503.6Identification. Each passenger loading zone des-
"Unauthorized vehicles parked in designated accessible ignated for persons with disabilities shall be identified with a
spaces not displaying distinguishing placards or special reflectorized sign complying with Section 11B-703.5. It shall
license plates issued for persons with disabilities will be be permanently posted immediately adjacent to and visible Alf
towed away at the owner's expense. Towed vehicles may from the passenger loading zone stating "Passenger Loading
2013 CALIFORNIA BUILDING CODE 575
ACCESSIBILITY TO PUBLIC BUILDINGS,PUBLIC ACCOMMODATIONS,COMMERCIAL BUILDINGS AND PUBLIC HOUSING
i IIB-705.1 Detectable warnings surfaces, a 1 inch(25 mm) wide black strip shall
separate yellow detectable warning from adja-
top diameter of cent surfaces.
6.45�9.47
11.4 mm11.9 mm lIB-705.1.1.4 Resiliency. Detectable warning surfaces
shall differ from adjoining surfaces in resiliency or
base diameter of sound-on-cane contact.
0.9-0.92 _
-_ --
22.9mm-23.4min �0.18-0.22 Exception: Detectable warning surfaces at curb
(zl 4.6mm-56tmn ramps, islands or cut-through medians shall not be
elevation required to comply with Section IIB-705.1.1.4.
(eniarged) IIB-705.1.1.5 Color. Detectable warning surfaces
shall be yellow conforming to FS 33538 of Federal
2.3-2.4 Standard 595C.
56-sf Exception: Detectable warning surfaces at curb
0.65 min O _ 2.3-2.4 ramps, islands or cut-through medians shall not be
16.5 - - t 56-61 required to comply with Section 11 B-705.1.1.5.
IIB-705.1.2 Locations. Detectable warnings at the fol-
lowinglocations shall comply with Section 11B-705.1.
(b) IIB-705.1.2.2 Platform edges. Detectable warning
Wan surfaces at platform boarding edges shall be 24 inches
(610 mm) wide and shall extend the full length of the
FIGURE 11B-705.1 public use areas of the platform.
SIZE AND SPACING OF TRUNCATED DOMES JIB-705.1.2.2 Curb ramps. Detectable warnings at
curb ramps shall extend 36 inches (914 mm) in the
IIB-705.1.1 General. Detectable warnings shall consist direction of travel. Detectable warnings shall extend
of a surface of truncated domes and shall comply with Sec- the full width of the ramp run excluding any flared
tion IIB-705. sides. Detectable warnings shall be located so the edge
LIB-705.I.1.1 Dome size. Truncated domes in a nearest the curb is 6 inches (152 mm) minimum and 8
detectable warning surface shall have a base diameter inches(203 nun)maximum from the line at the face of
of 0.9 inch (22.9 mm) minimum and 0.92 inch (23.4 the curb marking the transition between the curb and
mm)maximum, a top diameter of 0.45 inch(11.4 mm) the gutter,street or highway.
minimum and 0.47 inch (11.9 mm) maximum, and a Exception: On parallel curb ramps, detectable
height of 0.18 inch (4.6 mm) minimum and 0,22 inch warnings shall be placed on the turning space at the
(5.6 nun)maximum. flush transition between the street and sidewalk.
11B-705.1.1.2 Dome spacing. Truncated domes in a IIB-705.1.2.3 Islands or cut-through medians.
detectable warning surface shall have a center-to-center Detectable warnings at pedestrian islands or cut-
spacing of 2.3 inches(58 mm)minimum and 2.4 inches through medians shall be 36 inches(914 mm)minimum
(61 mm)maximum,and a base-to-base spacing of 0.65 in depth extending the full width of the pedestrian path
inch(16.5 mm) minimum, measured between the most or cut-through, placed at the edges of the pedestrian
adjacent domes on a square grid. island or cut-through median, and shall be separated
b 24 inches 610 mm minimum o walking surface
Exception:Where installed in a radial pattern,trun- y ( ) f g 1f
cated domes shall have a center-to-center spacing of without detectable warnings.
1.6 inches(41 mm)minimum to 2.4 inches(61 mm) Exception: Detectable warnings shall be 24 inches
maximum. (610 mm)minimum in depth at pedestrian islands or
IIB-705.1.1.3 Contrast. Detectable warning surfaces cut-through medians that are less than 96 inches
shall contrast visually with adjacent walking surfaces (2438 mm) in length in the direction of pedestrian
either light-on-dark, or dark-on-light. The material travel.
used to provide contrast shall be an integral part of the IIB-705.1.2.4 Bus stops. When detectable warnings
surface. Contrast shall be determined by: are provided at bus stop 201
p p pads,it shall be 36 inches(914 Jr
Contrast=[(BI-B2)BIj x 100 percent where mm)in.width.
BI = light reflectance value(LRV) of the lighter IIB-705.1.2.5 Hazardous vehicular areas. Detectable
area and warnings at hazardous vehicular areas shall be 36
B2 = light reflectance value (LRV) of the darker inches(914 mm)in width.
area. IIB-705.1.2.6 Reflecting pools. When detectable
Exception: Where the detectable warning sur- warnings are provided at reflecting pools, it shall be 24
face does not adequately contrast with adjacent inches (610 mm) minimum and 36 inches (914 mm)
maximum in width.
2013 CALIFORNIA BUILDING CODE 599
TOP VIEW
e> FOI)I bl' MENIFEE
"WiDING AND SAFETY DEPAF ME
27" GROUT
sTLPL &MPTR AL
REVIEWED F,A KU7Yh61rr
ILLUSTRATION
'A roval of these plans shall not be construed to b a permi r,or
S CTION 0f,any violation of any provisions of the fe
regulations and ordinances. This set of approved pla s must kept
No
'obt e%fl>itpplripletion.
(1 2"X 12"OR 1 6"X 1 6'9
SOLID GROUT
MIN.24"
6' (4)-#4 REBAR REBAR
MAX j IONEATEACHCORNERI OVERLAP
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5'TO
DAYLIGHT AS SHOWN BELOW.
M W 24"
REBAR ?j
OVERLAP - n'� S<O'!,
AF
GRADE BOTTOM
of 5'MIN.
4„ — FOOTING
LIMITATIONS:
Foonna ReaAR slw1 1 PILASTER SPACING SHALL NOT EXCEED 20 FT.WHEN OTHER INFILL FENCING
HAVEA MW.B^I ZQ" HOOKAND AMIN.N. IS ATTACHED.
16" CONCRET GC ROFN'. 2 ONLY OPEN TYPE FENCING(SUCH AS WROUGHT IRON)MAYBE 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
�27" FEATURE AND IS NOT INTENDED TO SUPPORT ANY OTHER LOADS.
5.FENCE HEIGHTS ARE REGULATED—CONSULT ZONING REGULATIONS BEFORE
CHECK WITH THE BUILDING DEPARTMENT BEGINNING CONSTRUCTION.
TO VERIFY IF A BUILDING PERMIT IS REQUIRED, 6.INSTALLATION OF ELECTRIC CIRCUITS,CONDUITS,OR LIGHTING FIXTURES
WHEN A BUILDING PERMIT IS REQUIRED, REQUIRE ELECTRICAL PERMITS AND INSPECTION.
THE FOLLOWING INSPECTIONS ARE ALSO REQUIRED: 7.FOOTINGS TO BE PLACED IN UNDISTURBED SOIL OR PROPERLY COMPACTED
7) FOOTING;EXCAVATION TRENCH CLEAN WITH STEEL AND ENGINEERED FILL.
IN PLACE AND SUPPORTED 3"ABOVE AND AWAY FROM 8.FOR DESIGN PARAMETERS,SEE FREESTANDING BLOCK WALL STANDARD.
THE SURROUNDING THE EARTH/DIRT, WESTERN RIVERSIDE COUMY CODE UNIFORMITY PROGRAM
2)REBAR/PRE-GROUT; VERTICAL REBAR IN PLACE- CITY OF MENIFEEINSPECTION PRIOR TO PLACING GROUT.
3)FINAL;AFTER GROUT IS PLACED-PRIOR TO ANY _ BUILDING DEPARTMENT
DECORATIVE CAP PLACEMENT. 1
DISCLAIMER: MASONRY PILASTER
ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH
AN ENGINEERED ANALYSIS.USE OF THIS STANDARD DESIGN IS (951)672.6777
AT THE USER'5 RISK AND CARRIES NO IMPLIED OR INFERRED 29714 HAUN ROAD,MENIFEE,CA 92586
GUARANTEE AGAINST FAILURE OR DEFECTS.
FAX(951)6793843 2/2,4/2014 1 WWW.CTTYOFMENIFEE.US I PAGE OF