HomeMy WebLinkAbout1301 E Hunter Ave - PlanDRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.0
Ti
t
l
e
S
h
e
e
t
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
Waterworks Satellite Renovation #108200
1301 E. Hunter Avenue
Santa Ana, California 92705
Project Directory
CONTRACTOR
John Donaldson Construction, Inc.
2472 Eastman Avenue #32
Ventura, California 93003
Phone: 805-654-1359
E-mail: pete@johndonaldson.us
Contact: Pete Donaldson
OWNER
Ferguson Enterprises, Inc. (FEI)
12500 Jefferson Avenue
Newport News, Virginia 23602
Phone: 757-874-7795
Fax: 757-989-2501
Branch: FEI Waterworks, Santa Ana, California
Sheet Index
A0.0 Title Sheet M0.1 Mechanical Legend and Notes
A0.1 General Notes M0.2 Mechanical Schedules
A0.2 General Notes / Restroom Clearances M0.3 Title 24
A0.3 Safety Plan M0.4 Title 24
A0.4 Demolition Plan M0.5 Title 24
A0.5 Title 24 (Fenestration)M0.6 Title 24
A1.1 Site Plan M2.01 Mechanical Demolition Floor Plan
A2.1 Floor Plan M2.02 Mechanical Demolition Roof Plan
A2.2 Reflected Ceiling Plan M2.1 Mechanical Floor Plan
A2.3 Roof Framing Plan M2.2 Mechanical Roof Plan
A3.1 New & Existing Elevations
A6.1 Finish Schedule / Door Schedule
A6.2 Millwork
A8.1 Details
E0.1 Electrical Legend and Notes P0.1 Plumbing Legend and Notes
E0.2 Lighting Fixture Schedule P0.2 Plumbing Schedules
E0.3 Title 24 P2.1 Plumbing Floor Plans
E0.4 Title 24 P2.2 Plumbing Roof Plan
E2.01 Electrical Demolition Plan P3.1 Plumbing Enlarged Floor Plans
E2.1 Electrical Floor Plan P5.1 Plumbing Details
E3.1 Electrical Enlarged Floor Plan
E4.1 Single Line Diagram (1 of 2)
E4.1 Panel Schedules
Vicinity Map
Project Information
PROJECT DESCRIPTION
The project consists of the renovation of the Waterworks Satellite division of FEI.
PROPERTY INFORMATION
Address: 1301 E. Hunter Avenue, Santa Ana, California
APN: 011-292-13
Zoning: M2
PARKING REQUIREMENTS
Wholesale / Warehouse Area Parking Requirement is 1 space per 1000 sq.ft.
Wholesale / Warehouse: 7.460 KSF * 1space / KSF Parking req'd = 7.46 spaces
Total Parking Required:7 spaces
Disabled Access Parking Spaces 1 space
Standard Parking Spaces 22 spaces
Total Parking Provided:23 spaces
CODE INFORMATION
This project shall comply with the:
References:
2022 California Building Code
Project Location
Code Analysis
TYPE OF CONSTRUCTION
III-B
ALLOWABLE BUILDING HEIGHT AND AREA
At = 12,500 sq.ft.
Allowable area is 12,500 sq.ft., which is greater than the 7,260 sq.ft. actual building area.
Allowable height is 55 ft., which is greater than the 20 ft. actual height.
OCCUPANCY
Proposed uses: Office (B), Mercantile (M) and Storage (S-1).
B Office 2,084 sq.ft. / 150 = 14 occupants 1 exit req'd, 2 provided
B Lunch Room 350 sq.ft. / 15 = 23 occupants 1 exit req'd, 1 provided
S-1 Warehouse (thru office) 2,418 sq.ft. / 300 = 8 occupants 1 exit req'd, 1 provided
M Counter (wholesale) 2,408 sq.ft. / 60 = 41 occupants 2 exit req'd, 2 provided
Total 7,260 sq.ft.
FIRE PROTECTION
An automatic Fire Sprinkler System is NOT provided.
Provide portable fire extinguishers of at least the 2A10B:C rating. Extinguishers shall be mounted to
the wall, accessible within 75 ft. of travel.
SIGNAGE
By separate permit.
PEDESTRIAN GATE Permit #101123290
By separate permit.
Bldg #101123286 & 90
Elect # 20185605
APPROVALS:
PLNG - C. Santana
BLDG - W. Lee
POLICE - B. Martin
PUBLIC WORKS - B. Sarlak
ELECT - M. Smith
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
Water (Drinking) Fountains
1. Where water fountains are provided, they shall comply with this section.
2. Water fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into
pedestrian ways. The alcove in which the water fountain is located shall not be less than 36" in width and 24"
in depth. Barriers, if used, shall project horizontally at least as far as the drinking fountain and within 6" of the
floor.
3. Where only one drinking fountain area is provided on a floor, there shall be a drinking fountain that is
accessible to individuals who use wheelchairs and one accessible for standing persons. This can be
accommodated by the use of "hi-low" fountains, or by such other means as would achieve the required
accessibility for each group on each floor.
4. The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front
edge of the unit, including bumpers.
5. Spouts shall provide a flow of water 4 inches high minimum and shall be located 5 inches maximum from the
front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the
unit. Where spouts are located less than 3 inches from the front of the unit, the angle of the water stream shall
be 30 degrees maximum. Where spouts are located between 3 inches and 5 inches maximum from the front
of the unit, the angle of the water stream shall be 15 degrees maximum.
Gypsum Wallboard
1. Gypsum wallboard shall not be installed on exterior surfaces. Gypsum wallboard shall not be installed until
weather protection for the installation has been provided.
2. Supports shall be spaced not to exceed the spacing set forth in Table 25-G for single-ply application and Table
25-H for two-ply application. Vertical assemblies shall conform with Section 2503 and horizontal assemblies
shall conform with Section 2504 of the CBC.
3. For a single-ply application, all edges and ends of gypsum wallboard shall occur on the framing members,
except those edges and ends which are perpendicular to the framing members. All edges and ends of
gypsum wallboard shall be in moderate contact except in concealed spaces where fire-resistive construction
or diaphragm action is not required.
4. The size and spacing of fasteners shall conform with Table 25-G of the CBC except where modified by
fire-resistive construction meeting the requirements of Section 703.2. Fasteners shall be spaced not less than
3/8" from edges and ends of gypsum wallboard. Fasteners may be omitted at the top and bottom of vertical
assemblies or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line,
except on shear-resisting elements or fire-resistive assemblies. Fasteners shall be applied in such a manner
as not to fracture the face paper with the fastener head.
5. For a two-ply application, the base of gypsum wallboard shall be applied with fasteners of the type and size as
required for a application single-ply gypsum wallboard. Fastener spacings shall be accordance with Table
25-H except as modified by fire-resistive construction meeting the requirements of Section 703.2.
6. Gypsum wallboard single-layer fire-rated assemblies shall have joints treated (except where permitted to be
untreated per Section 2511.5 of the CBC).
7. Wallboard must be attached to full height on both sides of studs with Type S Bugle Head Drywall Screws
(Type S-12 for 20 gauge studs) spaced not more than 12" o.c. on all studs when framing is 24" o.c. and 16"
o.c. if framing is 16" o.c. or less. Screw lengths must be not less than 3/8" greater than the total thickness of
the wallboard being fastened.
Entrances, Doors, and Doorways
All primary entrances to buildings and facilities shall be made accessible to the physically handicapped.
Doors
1. Hand activated door-opening hardware to be mounted 34" to 44" above the floor and be operable with a single
effort by lever type hardware.
2. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors.
3. The bottom 10" of all doors (except sliding and automatic) shall have a smooth uninterrupted surface.
4. All required exit doorways shall have a minimum 32" clear opening with the door at 90 degrees to the closed
position.
5. One door of a pair of doors shall meet the minimum width requirements.
6. Maximum height of a door threshold shall be 1/2". Maximum vertical change at edge is 1/4" with a maximum
bevel of 1:2.
7. Hand-activated doors in a path of travel shall operate without requiring the ability to grasp the opening
hardware.
Structural Steel
1. Structural steel and miscellaneous iron shall conform to ASTM A36. (Or ASTM A572 grade 50 where noted on
drawings.)
2. Steel pipe columns and other steel pipe structural members shall conform to ASTM specifications A53 Grade
B.
3. Structural steel tubing shall conform to ASTM A500, grade B, Fy=46 ksi.
4. All bolts shall conform to ASTM A307 unless noted otherwise. Where high strength (H.S.) bolts conforming to
ASTM A325 are specified, installation shall be inspected by an inspector approved by the building department.
5. "Nelson" studs shall be manufactured from C1015, C1017, and C1020 cold drawn steel conforming to ASTM
A108-58T.
6. Light gauge structural steel members shall conform to ASTM standards A246 grade C.
7. All structural steel shall be fabricated and erected in accordance with the latest edition of the AISC
specifications.
8. Fabricator shall be licensed and approved by the building dept.
9. Fabricator shall verify all dimensions with architectural and structural drawings.
10. Fabricate beam elements with natural camber up.
11. Per AISC specifications, bolt holes shall be of "standard hole diameter" except for holes at anchor bolts which
may be "oversized holes", U.N.O.
12. Steel joists shall be fabricated and erected in accordance with the latest edition of the Steel Joist Institute
specifications.
13. All exposed structural and miscellaneous steel shall receive one coat of standard shop primer paint.
14. Contractor shall provide temporary shoring and bracing per state and local requirements for erection of steel
frames and girders.
Exits
1. The path of travel to and within exits shall be identified by exit signs conforming to the requirements of Section
1003.2.8. Exit signs shall be readily visible from any direction of approach and be located as necessary to
clearly indicate the direction of egress travel. No point shall be more than 100' from the nearest visible sign.
2. Exit signs shall be internally or externally illuminated. When the face of an exit sign is illuminated from an
external source, it shall have an intensity of not less than 5 foot candles from either of two electric lamps.
Internally illuminated signs shall provide equivalent luminance and be listed for the purpose.
3. The exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit
equipment or an on-site generator, and shall be installed in accordance with the Electrical Code.
4. Floors or landings are required on each side of an exit door. The landing shall have a length of not less than 5'
except when opening in to the stairs of a smoke-proof enclosure. The floor or landing shall not be more than
1/2" lower than the threshold of the door.
5. Exits shall be openable from inside without the use of a key or any special knowledge or effort. Special locking
devices shall be of an approved type.
6. Provide exit signs with 6" high letters on a contrasting background, as perCBC section 1003.2.8.3.
7. Panic hardware shall be provided on exit doors serving rooms, corridors, and stairways handling an occupant
load of 50 or more people in Groups A, E, and I Occupancies.
8. All exitways shall be illuminated with a minimum of 1 foot candle per square foot, as per CBC section
1003.2.9.1.
9. A minimum of 44" aisles to an exit shall be maintained to a public way.
Concrete
1. All concrete mix designs, conforming to CBC Section 1905, shall be submitted to the engineer before any
concrete is placed.
2. Concrete shall have a minimum compressive strength of 2500 psi at 28 days, U.N.O.
3. Portland cement shall be type I or II, U.N.O., conforming to ASTM 150 and shall be tested. Combined
aggregates shall be normal weight (145 pcf) U.N.O. conforming to ASTM C33 with shrinkage characteristics of
less than 0.04%. Where specified, lightweight concrete for walls shall have an in-place density of 110 pcf.
Lightweight aggregate shall be expanded shale or approved equal conforming to ASTM C330.
4. Concrete test samples shall be taken in accordance with ASTM and CBC standards if noted on plan or
required by General Requirements Notes. Results of the 7 and 28 day tests shall be submitted to the
engineer for his records. Slump tests are required for all test samples and must also be reported.
Additionally, all lightweight concrete samples must have their in-place densities determined and reported.
5. Sides of footing pads may be poured against stable earth.
6. Trowel and re-trowel slab for smooth finish with no trowel marks showing wherever concrete floor is exposed.
7. See architectural notes for colored or textured concrete.
8. Concrete form work tolerances shall be in accordance with CBC and ACI standards.
9. All steel reinforcing, anchor bolts, dowels, and other inserts shall be secured in position and inspected by the
local building department inspector prior to the pouring of any concrete.
10. All necessary braces, strong-backs, pick-up inserts, bolts, etc., for pre-cast concrete panels shall be designed
by others for safe erection of the panels.
11. Where noted, sound insulating cellular concrete shall be 100 pcf (13 psf at 1-1/2" thickness) for second floor
fill. All areas are to be troweled to a smooth flat finish suitable for interior coverings. Provide waterproof paper
and mesh.
12. All concrete to be cured for a minimum of 7 days by a method acceptable to the engineer. A liquid membrane
forming curing compound is acceptable. The curing compound shall be of a type that leaves no permanent
discoloration and shall not interfere with the application of any surface treatment.
13. Grout shall be within the following proportions: 1 part Portland cement, 2-1/4 to 3 parts dry, loose sand with 1
to 2 parts pea gravel. Grout shall be of fluid consistency and obtain minimum ultimate compressive strength of
2000 psi at 28 days.
14. Drypack shall be 1 part cement, 2 parts sand, plus enough water for a stiff mix.
Foundation
1. The contractor shall establish all building lines and proceed with the excavation of all footings as called for on
the drawings.
2. Footings shall bear on natural undisturbed uniform earth or engineered compacted fill.
3. No reinforcing steel and no concrete shall be placed in any excavation prior to approval by the building
department.
4. The top of all excavations shall be protected against heavy surcharge loads and from erosion due to rainfall or
surface run-off during the entire construction period.
5. Slabs on grade shall be poured on firm, moistened, compact earth. Construction or crack-control joints shall
be spaced no farther than 20' apart and slab area shall not exceed 400 sq. ft.
6. Utility trench backfill and any other backfill must be mechanically compacted. Jetting and flooding shall not be
permitted.
7. All backfill shall conform to the soil engineer's report and recommendations.
8. Where walls are back-filled on one side only, provide shoring or other approved means of lateral support until
resisting elements are all in place and have attained their required strength. Resisting elements must be
concrete slabs or other permanent building components.
9. Refer to civil drawings and soil report for grading and compacted fill requirements.
10. Foundations shall be inspected by the soil engineer just prior to pouring concrete, ensuring that they are into
satisfactory soil, are of proper dimensions, and are clean and free of loose soil.
11. Compaction report must be submitted to and be approved by the building department.
Reinforcing Steel
1. All reinforcing steel, unless noted otherwise, shall conform to the ASTM specifications A615 and shall be
intermediate grade 60 for bars #5 and greater, and grade 40 for bars less than #5.
2. Refer to typical details for minimum lap length of splice bars.
3. Reinforcing steel shall be accurately placed and secured in position with metal or concrete blocks, chairs,
spacers, etc., before pouring concrete.
4. Welded wire fabric for slabs on grade shall conform to ASTM A185, be in flat sheets, and have min. lap of one
parallel strand plus 2".
5. Minimum concrete cover shall be:
3". . . . . . . Concrete poured against earth (footings, etc.)
2". . . . . . . Formed concrete which will remain in contact with earth.
1-1/2". . . . Beams measured to main steel, columns, measured to ties or spirals.
3/4". . . . . . Structural slabs and precast walls.
6. Reinforcing bars that are to be welded (such as chord bars in precast construction) shall be A-706.
General Requirements
1. All materials and workmanship shall conform to the requirements of both local and International Building Code
(CBC) standards.
2. Contractor shall check and verify all dimensions and conditions on the job site and report any errors,
omissions, or possible discrepancies to the engineer prior to proceeding with the work. Special care shall be
given to site and building layouts.
3. Typical details and notes shall apply unless shown otherwise on the plans.
4. Where "continuous" or "special inspection" is required, a registered deputy inspector, approved by and
responsible to the engineer and building department, shall be employed by the owner. Continuous inspection
is required for:
a. Placing of all concrete with an f'c in excess of 2500 psi.
b. All field welding or welding performed in an unlicensed fabricating shop.
c. All certified compacted fill.
d. Such other items as may be required on plans.
5. The contractor shall provide safe and adequate braces and connections to support the component parts of the
structure until the structure, including the floor and roof diaphragms, is fully connected and capable of
supporting the design loading.
6. Where reference is made to various test standards for materials, such standards shall be the latest edition
and/or addendum.
7. As a convenience to the contractor, the engineer shall review shop drawings as to their general conformance
to the design concept. Contractor shall be responsible, nonetheless, for compliance and dimensions and shall
submit shop drawings, if applicable, for the following (rebar placing drawings not required):
a. Glu-lam beams and panelized roof framing.
b. Structural steel and tapered steel girders, including erection bracing.
c. Pre-cast concrete elements, including pickup points, strong-backs, and bracing, all certified by a registered
civil or structural engineer.
d. Concrete pouring sequence, shoring details and special construction techniques (certification may be
required).
e. Such other items as may be required on plans. Contractor shall submit shop drawings and compliance
certificates to the building department when required.
8. Where design and details of plate girders, trusses, etc., is to be provided by a fabricator, the contractor shall
submit calculations prepared by a civil or structural engineer, to the engineer and to the building department
for review prior to the fabrication.
9. Options, if provided on the drawings, are for contractor's convenience. He shall be responsible for all changes
necessary, shall coordinate all details, and shall obtain all required approvals.
10. Costs of additional design work necessitated by selection of an option or due to errors or omissions in
construction shall be borne by the contractor.
11. Notes and details on drawings shall take precedence over these general notes.
12. Written dimensions (not scaled dimensions) shall be used.
13. The contractor agrees that he shall assume sole and complete responsibility for job site conditions during the
course of construction of this project, including safety of all persons and property; that this requirement shall
apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify,
and hold the owner and the engineer harmless from any and all liability, real or alleged, in connection with the
performance of work on this project, excepting from liability arising from the sole negligence of the owner or
the engineer.
14. Protection of adjoining property (if applicable): Before commencing any excavation the owner shall notify the
owners of the adjoining buildings, in writing, not less than 10 days before the excavation is to be made and
that the adjoining building should be protected.
15. Contractor shall investigate to determine the existence of any and all easements, on the site and on any
adjoining property, which the work may affect, and report findings not shown on the drawings to the engineer,
prior to proceeding with the work.
16. Contractor shall provide barricades and pedestrian protection as required by state and local codes.
17. Contractor shall consult with representatives of the city and utility companies concerning available facilities
before commencing work or connecting to sewer, piping, or wiring, etc., and report any problems to the
engineer.
18. Contractor shall install temporary toilets before the start of the job.
Welding
1. Welding shall be performed by certified operators in a shop licensed by the local authority.
2. Welding shall conform to the latest edition of AWS specifications. Welding shall be done by process approved
by the building department. Welding electrodes shall be E-7018 (low hydrogen type).
3. All field welding shall be continuously inspected. Welders shall be licensed by the local authority.
4. All butt welds shall be full penetration unless otherwise detailed on the plans.
5. A certificate of fabrication from the shop performing the welding or a report from the special inspector must be
furnished to the job inspector prior to framing.
Restroom Notes
1. Restroom ceiling to be 8'-1" from floor to rough framing.
2. Restroom walls shall be 1/2" water resistant gypsum board. Provide a 4' high wainscot of FRP or ceramic tile
with trim at a height of 4'. If FRP is used, trim shall also be installed at door jambs.
3. Restrooms shall be provided with vents through the roof (100 square inches plus 50 square inches for each
additional toilet facility) or by mechanical ventilation providing four air changes per hour.
4. Plumbing fixtures shall be Pro-flo, Kohler, or equal (see plumbing drawings).
5. Restroom floors shall have a smooth, hard, non-absorbent surface of approved material which extends up the
walls at least 6". Seal joint between the 6" flooring vertical extension and the wainscot.
1
A0.1
Drinking fountain w/ side barrier rails
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.1
Ge
n
e
r
a
l
N
o
t
e
s
LAVATORY
(P2)
34
"
m
a
x
.
40
"
m
a
x
.
to
p
a
p
e
r
s
l
o
t
54" min.
36" max.
7"-9"
42" min.
33
"
-
3
6
"
17
"
ma
x
.
to
r
i
m
15"
ADA
WATER
CLOSET
(P1)
URINAL
(P3)
PAPER
TOWEL
DISPENSER
(A3)
33
"
-
3
6
"
15
"
-
4
8
"
17"
to 18"
TISSUE
DISPENSER
(A2)
17
"
-
1
9
"
HANDICAP
MIRROR
(A1)
8"
min.
34
"
m
a
x
.
29
"
m
i
n
.
9"
mi
n
.
27
"
m
i
n
.
40
"
m
a
x
.
36" min.
GRAB
BARS
(A4)
12"
min.
11"
min.
18"
min.
36" min.
18"
min.
12"
max.
33
"
-
3
6
"
24"
min.
Flush control on
open side
GRAB
BARS
(A4)
5
A0.2
Accessibility Details
SCALE: 3/8" = 1'-0"
NO PARKING
9'-0" (min.)
PARKING SPACE
8'-0" (min.)
ACCESS AISLE
Exisitng Identification sign (2/A0.2)
18
'
(
m
i
n
.
)
Access aisle for van
parking space to be
located on the passenger
side of the parking space.
Access aisle for car
parking space located on
either side of the parking
space.
International Symbol of Accessibility
36" x 36" (min.)
6
A0.2
Restroom 103
SCALE: 3/8" = 1'-0"
1
A0.1
Drinking fountain w/ side barrier rails
5'-0"
60" x 60" min.
clearance at door
17" MIN. TO 18" MAX.
UNISEX
103
JANITOR
102
CLOSET
DOOR SIGNAGE NOTES:
1. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH
11B-703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM
AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL.
WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR.
2. UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER WITH A ¼
INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE
TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT
BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A
LIGHT BACKGROUND.
61
"
(
4
8
"
M
I
N
.
)
60" WIDE x 56" DEEP MIN.
CLEARANCE AT TOILET
24"
15
"
m
i
n
.
to
s
p
o
u
t
5"
m
a
x
.
to
s
p
o
u
t
Spout (may be opposite hand)
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
Unauthorized vehicles parked
in designated accessible
spaces not displaying
distinguishing placards or
special license plates issued
for persons with disabilities
will be towed away at the
owner's expense. Towed
vehicles may be reclaimed at:
_______________________
or by telephoning
_______________________
Sign not less than
17" by 22" in size
with lettering not less
than 1" in height
2" diameter galvanized pipe set
in concrete 18" below grade
Wall-mounted or installed with
2" diameter galvanized pipe set
in concrete 18" below grade
When required
Blue background
1/2" radius
Reflectorized sign
70 sq.in. (min.)
White character
80
"
m
i
n
.
ab
o
v
e
f
i
n
i
s
h
e
d
s
u
r
f
a
c
e
VAN
ACCESSIBLE
Minimum Fine $250
PARKING
Post sign in a conspicuous
location at each entrance to
off-street parking facilities
Sanitary Facility Fixtures & Accessories
1. The height of accessible water closets shall be a minimum of 17" and a maximum of 19" measured
to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in
alterations where the existing fixture is less than 15" high.
2. A clear floor space 30" by 48" shall be provided in front of a lavatory to allow a forward approach.
Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and
toe space underneath the lavatory. A door swing shall not encroach into this clear space.
3. Lavatories, when located adjacent to a side wall or partition shall, be a minimum distance of 18" to
the centerline of the fixture.
4. Lavatories that are designated to be accessible shall be mounted with the rim or counter edge no
higher than 34" above the finished floor and with a vertical clearance measured from the bottom of
the apron or outside bottom edge of the lavatory of 29", reducing to 27" at a point located 8" back
from the front edge. Knee clearance below the lavatory shall extend a minimum of 30" in width by
17" in depth. Toe clearance shall be the same width and shall be a minimum of 9" high from the
floor and a minimum of 17" deep from the front of the lavatory.
5. Hot water and drainpipes under accessible lavatories shall be insulated or otherwise covered.
There shall be no sharp or abrasive surfaces under lavatories.
6. Faucet controls and operating mechanisms etc. shall be operable with one hand and shall not
require tight grasping, pinching, or twisting of the wrist. The force required to activate controls
shall be no greater than 5 pounds of force. Lever-operated, push-type, electronic or automatic
flushing controls type are acceptable and preferable. Self-closing valves are allowed if the faucet
remains open for at least 10 seconds.
7. Controls for water closet flush valves shall be mounted on the wide side of toilet areas.
8. Water closet and urinal flush valve controls, and faucet and operating mechanisms controls, shall
be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and
shall be mounted no more than 44" above the floor.
9. The force required to activate the water closet and urinal flush valve controls, and faucet and
operating mechanism controls, shall be no greater than 5 pounds of force.
10. Mirrors above lavatories or countertops shall be mounted with the bottom edge no higher than 40"
from the floor. Other mirrors shall be mounted with the bottom edge no higher than 35" above the
floor.
11. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal
fixtures are provided, at least one of each type shall be located on an accessible route with all
operable parts, including coin slot, within 40" from the finished floor.
12. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat
and no lower than 19" from the floor. Dispensers that control delivery or that do not permit
continuous paper flow shall not be used.
13. Toilet room floors shall have a smooth, hard, non-absorbent surface such as sheet vinyl, sealed
concrete, ceramic tile, or other approved material which extends upward onto the walls at least 6".
Walls within water closet compartments and walls within 24" of the front and sides of urinals shall
be similarly finished to a height of 48" and, except for structural elements, the materials used in
such walls shall be a type which is not adversely affected by moisture.
Sanitary Facilities (General)
1. Sanitary facilities that serve buildings, facilities or portions of buildings or facilities that are required to be
accessible by these standards shall conform to the requirements of CBC-11B.
2. Single Accommodation Sanitary Facility is defined as "a room that has not more than one of each type of
sanitary fixture, is intended for use by only one person at a time, has no partition around the toilet, and has a
door that can be locked on the inside by the occupant".
3. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the
room and permit the door to close.
4. There shall be in the room, a clear floor space of at least 60" in diameter, or a T-shaped space fitting in a 60"x
60" square, with 36" wide arms and base. No door shall encroach into this space for more than 12" except for
the panel door to any water closet compartment if there is one.
5. The water closet shall be located in a space which provides a minimum 28" wide clear space from a fixture or
a minimum of 32" wide clear space from a wall at one side. The other side shall provide 18" from the
centerline of the water closet to the wall. A minimum of 48" clear space shall be provided in front of the water
closet.
6. Doors shall not swing into the clear floor space for any fixture.
7. Required clear floor spaces, fixture clearances and turning spaces may overlap.
8. All doors, fixtures, and controls shall be on the accessible route with a minimum clear width of 36" except at
doors. If a person in a wheelchair must make a turn around an obstruction, the minimum clear width of the
accessible route shall be 42" approaching the turn, 48" at the turn, and 42" leaving the turn.
Parking
1. Provide 1 parking space (12' wide and 18' long) with new adjacent clear space of 5 wide minimum for "van
accessible" loading and unloading. Other existing spaces have an adjacent clear space of 5' wide for spaces
not requiring "van accessible" loading and unloading (one of every 8 required handicap spaces is required to
be 'van accessible'). The existing maximum slope of the space is 1/4" per foot.
2. Parking spaces shall be located as near as possible to the primary entrance. The space is to be accessible
without passing behind cars.
3. Each parking space shall be identified by a permanently affixed reflectorized sign constructed of porcelain on
steel, beaded text, or equal, displaying the International Symbol of Accessibility. The sign shall be at least 70
square inches and centered at the interior end of the parking space or on the wall at minimum height of 60"
from the bottom of the sign to the parking space finished grade.
4. The surface of each parking place shall have the symbol of accessibility in blue paint, at least 3' square.
5. In each parking area, a bumper or curb shall be provided and located to prevent encroachment of cars over
the required width of walkways.
6. Post a sign, in a conspicuous place, at each entrance to the off-street parking facility, not less than 17" by 22"
in size with lettering not less than one inch in height, which clearly and conspicuously states the following:
"Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or
special license plates issued for persons with disabilities will be towed away at the owner's expense.
Towed vehicles may be reclaimed at: _____________________ or by telephoning ______________."
7. Entrances to and vertical clearances in areas (within parking structures) required for accessibility to
handicapped parking spaces shall have a minimum vertical clearance of 8'- 2".
8. Ramps shall not encroach into any parking space.
Grab Bars
1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall
or compartment.
2. Grab bars at the side shall be at least 42" long with the front end positioned 24" in front of the
water closet stool and with the back end positioned no more than 12" from the rear wall. Grab
bars at the back shall be not less than 36" long.
3. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a
tank-type toilet is used which obstructs placement at 33", the grab bar may be as high as 36".
4. The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4" to 2" nominal or the
shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall,
the space between the wall and the grab bars shall be 1-1/2".
5. The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices stall
meet the following specifications:
a. Bending stress in a grab bar or seat induced by the maximum bending moment from the
application of a 250 pound point load shall be less than the allowable stress for the material
of the grab bar or seat.
b. Shear stress induced in a grab bar or seat by the application of a 250 pound load shall be
less than the allowable shear stress for the material of the grab bar or seat, and its mounting
bracket or other support is considered fully restrained, then direct and torsional shear
stresses shall not exceed the allowable shear stress.
c. Shear force induced in fastener or mounting devices from the application of a 250 pound
point load shall be less than the allowable lateral load of either the fastener or mounting
device or the supporting structure, whichever has the smaller allowable load.
d. Tensile force induced in a fastener by a direct tension force of a 250 pound point load, plus
the maximum moment from the application of a 250 pound point load, shall be less than the
allowable withdrawal load between the fastener and the supporting structure.
e. Grab bars shall not rotate within their fittings.
6. The grab bar and any wall or other surface adjacent to it shall be free of any sharp or abrasive
elements. Edges shall have a minimum radius of 1/8".
1
A0.2
Accessible Sign
PARKING ENTRANCE
2
A0.2
Accessible Sign
PARKING SPACE
3
A0.2
Existing Van Accessible Sign
PARKING SPACE
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.2
Ge
n
e
r
a
l
N
o
t
e
s
Re
s
t
r
o
o
m
D
e
t
a
i
l
s
FIRST FLOOR SAFETY PLAN
SCALE: 1/8" = 1'-0"
1
A0.3
GENERAL NOTES
·
·
LEGEND
EGRESS NOTES
NOTE:
·
·
132'-
9
"
88'-75
8"± SEPARA
T
I
O
N
O
F
E
X
I
T
S
70
'
-
1
12"±
45'
-
3
18"
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.3
Sa
f
e
t
y
P
l
a
n
FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
1
A0.4
REFLECTED CEILING DEMO PLAN
SCALE: 1/8" = 1'-0"
1
A0.4
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.4
De
m
o
l
i
t
i
o
n
P
l
a
n
Xref .\El Cajon, CA - BS1.dwg
Xref .\El Cajon, CA - BS1.dwg
EA
S
T
H
U
N
T
E
R
A
V
E
N
U
E
SITE PLAN - NEW WORK
SCALE: 1/8" = 1'-0"
1
A1.1
1
A0.2
3
A0.2
2
A0.2
New accessible
pedestrian gate, separate
plancheck required
SEE DETAILS 2/A1.1 &
3/A1.1Egress Path-of-travel to public way
Type IIIB construction
Fire sprinklers are NOT provided
Occupancies: B, M & S-1
EXISTING
EXISTING
EXISTING
Existing Accessible Path-of-travel to area of work
AREA OF WORK
Existing Accessible Path-of-travel, and areas along the
way, are in compliance with 2022 CBC Chapter 11B from
public way and accessible parking to area of work to the
best of my knowledge and belief. Any areas not found to
comply shall be retrofitted to be in full compliance.
4'
-
0
"
F
I
E
L
D
V
E
R
I
F
Y
36"
MIN.
RAMP (E)
PEDESTRIAN GATE DETAIL
SCALE: 1/2" = 1'-0"
2
A1.1
ADJUSTABLE GATE HINGE
DETAIL
GATE LOCKING SET
W/ HANDLE
DETAIL
2'-0" MIN.
GATE PLAN
VIEW
10
"
10" (MIN.) SMOOTH SURFACE
AT BASE OF GATE
32" MIN. CLEAR
12"Ø x 3'-6" CONCRETE
FOOTNG AT FENCE POST
6'
-
0
"
3'
-
6
"
HSS 4x4x1/4 PEDESTRIAN
GATE/TERMINAL SLIDING
GATE POST (END CAP AT TOP)
HSS 4x4x1/4 PEDESTRIAN
GATE (HINGE SIDE) GATE POST
(END CAP AT TOP) BOLTED TO
WALL WITH 1/2"Ø EXPANSION
BOLTS (3" EMBEDMENT)
EXISTING CONCRETE WALL
GATE FOUNDATION
SCALE: 3/8" = 1'-0"
3
A1.1
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A1.1
Si
t
e
P
l
a
n
FLOOR PLAN - NEW WORK
SCALE: 1/8" = 1'-0"
1
A2.1
18"
min.
18"
min.
18"
48"± clear
18
"
m
i
n
.
18"
min.
18"
min.
45"±
SEE 3A/A2.1 AT HEAD
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A2.1
Fl
o
o
r
/
P
a
r
t
i
t
i
o
n
P
l
a
n
REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"
1
A2.2
SEE 2A/A2.2 AT HEAD
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A2.2
Re
f
l
e
c
t
e
d
C
e
i
l
i
n
g
P
l
a
n
11
'
-
8
"
±
11'-6"±
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
1
A2.3
HP-1 (175#) ON ROOF
Unit Height (in.): 52.4”
Unit Width (in.): 37.4”
Unit Depth (in.): 16.3”
EXISTING
RTU ON ROOF
EXISTING
RTU ON ROOF
EXISTING
RTU ON ROOF
EXISTING
RTU ON ROOF
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A2.3
Ro
o
f
F
r
a
m
i
n
g
P
l
a
n
EXISTING SOUTH ELEVATION WITH NEW PEDESTRIAN GATE
SCALE: 3/16" = 1'-0"
4
A3.1
1301
EXISTING EAST ELEVATION
SCALE: 3/16" = 1'-0"
2
A3.1
1301
NEW WORK EAST ELEVATION
SCALE: 3/16" = 1'-0"
1
A3.1
NEW NORTH ELEVATION
SCALE: 3/16" = 1'-0"
3
A3.1
EXISTING NORTH ELEVATION
SCALE: 3/16" = 1'-0"
4
A3.1
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A3.1
Ne
w
E
l
e
v
a
t
i
o
n
s
Ex
i
s
t
i
n
g
E
l
e
v
a
t
i
o
n
s
” ”
”
FINISH FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
A6.1
8'
-
1
"
F
I
E
L
D
V
E
R
I
F
Y
8'-0" FIELD VERIFY
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A6.1
Fi
n
i
s
h
S
c
h
e
d
u
l
e
Do
o
r
S
c
h
e
d
u
l
e
·
·
●
●
●
●
·
●
·
●
●
●
●
●
●
●
●
●
●
●
●
MILLWORK PLAN
SCALE: 1/8" = 1'-0"
1
A6.2
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A6.2
Mi
l
l
w
o
r
k
8'
-
1
"
F
I
E
L
D
V
E
R
I
F
Y
8'-0" FIELD VERIFY
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
4'
-
0
"
to
6
'
-
0
"
1
362S125-33 wall end brace w/
(3) #10 metal screws to top track
and (3) Ramset 1510SD stud
to concrete wall
362S125-33 flat with
(3) #10 metal screws
to top track and blocking,
typical.
1
10
'
-
0
"
ma
x
.
Higher wall (as occurs). Attach brace from
lower wall to full-depth block, see plan for
locations. Screw drywall to blocking.
Provide Ramset 1510SD
shot-pins at 24" o.c. at end
metal stud to wall, typ.
362S125-33 flat with
(3) #10 metal screws
to each top track, typ.
Existing
Metal building
4'-0"
to 6'-0"
LATERAL BRACING
Lateral bracing for suspended ceiling must be provided. Where ceiling is not supporting interior partitions,
ceiling bracing shall be provided by four no. 12 gauge wires secured to the main runner within 2" of the
cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees
from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads)
fastened to the main runner shall be extended to and fastened to the structural members of the roof or
floor above. These horizontal restraint points shall be placed 12' o.c. in both directions with the first point
within 6' of each wall.
Lateral force bracing is not required if a ceiling area of 144 sq.ft. or less is surrounded by walls which
connect directly to the structure above.
LIGHTING FIXTURES
Lighting fixtures shall be supported by no. 12 gauge hangers attached to the grid members within 3" of
each corner of each fixture.
All light fixtures shall be attached (with approved screws or clips) to the suspended ceiling grid systems at
two opposing sides.
Fixtures between 11 to 55 lbs: Two #12 gage hanger wires connected from the fixture housing to the
structure above. These wires may be slack.
MECHANICAL SYSTEM SUPPORTS
Ceiling mounted air terminals or services weighing less than 20 pounds shall be positively attached to the
ceiling suspension main runners or to cross runners with the same carrying capacity as the main runners.
Terminals or services weighing 20 pounds but not more than 56 pounds, in addition to the above, shall
have two #12 gage wire hangers connected from the terminal or service to the ceiling system hangers or
to the structure above. These wires may be slack.
Terminal or services weighing more than 56 pounds shall be supported directly from the structure above
by approved hangers.
Based on the maximum spacing of 12' on-center in each direction, the
following strut sizes and corresponding maximum lengths may be used:
Max. Length
1/2” diameter conduit (EMT) 5'-10”
3/4” diameter conduit (EMT) 7'-8”
1” diameter conduit (EMT) 9'-9”
Single 162S125-33 metal stud 12'-0”
(1-5/8” x 20 gauge)
Back to Back 162S125-33 metal studs 15'-0”
(1-5/8” x 20 gauge)
Single 250S125-33 metal stud 13'-6”
(2-1/2" x 20 gauge)
Back to Back 250S125-33 metal studs 15'-0"
(2-1/2” x 20 gauge)
Where utilizing a strut that is not indicated on the table above, the strut
shall be capable of resisting the vertical component of 180 pounds
induced by the wires.
T-BAR MAIN OR
CROSS RUNNER
(HEAVY DUTY)
8" MAX
12 GA.
WIRE
WALL
FRAMING
2"
MIN.
ASCE7-10 Section 13.5.6.2.2 Acoustical tile or lay-in panel ceilings
shall comply with the following:
1. The ceiling grid shall be heavy duty.
2. The width of the perimeter supporting closure angle or channel
shall be not less than 2.0 inches. In each orthogonal horizontal
direction, one end of the ceiling grid shall be attached to the
closure angle or channel. The other end in each horizontal
direction shall have a 0.75 inch clearance from the wall and
rest upon and be free to slide on the closure angle or channel.
3/4"
MIN. CLR
Track w/ flanges cut. Bend web
& screw to jamb.
End stud adjacent to jamb stud
(where hgt. is greater than 14'-0")
Lintel (dbl. stud [ ] ) w/ track at bottom
4-#10 screws ea. end (4 ea. end of
ea. lintel)
Jamb stud, typical.
Same size as typical stud,
U.N.O. (see plan)
Top trackTrack above lintel
Track w/ Ramsets to slab
(see plan)
20 ga. contin. track w/ (2) #8 screws
to ea. stud and (1) #8 screw T&B to
block
20 ga. contin.
track
3-5/8" or 6" x 20 ga. studs at
16" o.c. (ICC #4943) walls 20 ga. 6" metal stud at
16" o.c. (ICC #4943) w/
bent web & (2) #8
screws to 1st joist
Extend gyp. bd. (& insulation if applicable)
to above t-bar ceiling (gyp. bd, t-bar and
insulation not shown)
Aluminum threshold
set in sealant
Door w/ weather-stripping
at exterior
20 ga. contin. track w/ (2) #8 screws
to ea. stud and (1) #8 screw T&B to
each joist
20 ga. contin.
track
3-5/8" or 6" x 20 ga. studs at
16" o.c. (ICC #4943) walls 20 ga. 6" metal stud at
16" o.c. (ICC #4943)
Extend GWB (& insulation if applicable)
to above T-bar ceiling (GWB, T-bar and
insulation not shown)
12 ga. wire splayed in (4)
directions, 90 degrees
apart at 12 ft. o.c. ea. way
Rigid vertical strut.
See schedule @ left
12 ga. vert. wire hangers
at 48" o.c. each way,
typical
45
degrees
Typical
Ceiling
Panel
Wires attached to
T-bar & structure above
with a min. of (3) turns
within the first 3"
Ramset Trakfast .109 dia.
pins at 16" o.c. (ICC #5001)
3-5/8" or 6" x 20 ga. studs at 24" o.c.
at Counter full-height walls,
16" o.c. at other walls, (ICC # 4943)
w/ 5/8" gyp. ea. side
1
1
1/
4
"
1/
4
"
1/2"
10
"
1/
4
"
1/
4
"
1/2"
Typical stud, see plan
Existing concrete slab
3-5/8" x 20 ga. mtl. stud brace
@ 48" o.c. 2-#10 metal screws
to track & 2-#10 metal screws
to framing (alternate: provide 20
ga. x 3" metal clip, screwed to
track & brace)
Metal solid blocking at
each brace 2-#10 screws
from framing to blocking
Track (continuous)
Metal framing typical
Gyp. bd. full hgt. each side
SSMA 20 ga. studs, at 16" o.c. max.
(ICBO #4943P)
Wall parallel
to framing
Wall perpendicular
to framing
Se
e
F
i
n
i
s
h
S
c
h
e
d
u
l
e
existing wood roof
Extend gyp. bd. (& insulation if applicable)
to bottom of roof sheathing (gyp. board &
insulation not shown)
6" x 20 ga. studs at 16" o.c.
w/ R-13 at counter/whse walls
& 5/8" GWB ea. sideLevel of T-bar
see detail 8
Alternate to full height GWB on each side:
Brace unsupported stud flange(s) with a
horizontal strap at 48" o.c. vertically
attached to each stud and to intermediate
full depth blocking at 8' on center
Existing wood framing
Screw track to purlins w/
(2) #10 x 1-1/2" wood
screws Typical
18 ga. deep leg track
(GWB not attached to
track)
1
03-03-22 DP
04-28-22 DP
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A8.1
De
t
a
i
l
s
1
A8.1
Metal Stud to Slab
2
A8.1
Full Height Wall
3
A8.1
Threshold
4
A8.1
Metal Stud Framing
5
A8.1
Bracing to Roof Framing
6
A8.1
GWB Soffit Framing
7
A8.1
GWB Soffit Framing
8
A8.1
T-bar Ceiling
9
A8.1
Typical Bracing
10
A8.1
ENLARGED WALL OPENING
REGISTEREDPROFESSIONALENGINEER
STATE
OF
CALIFO
Ex
p
.
0
3
-
3
1
-
2
7
ODNALD
J.
PHILLIPPI
STRUCTURAL
S
3
0
5
3
RNIA
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
DP
12-10-24
24009
A0.5
Ti
t
l
e
2
4
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E0.1
EL
E
C
T
R
I
C
A
L
LE
G
E
N
D
A
N
D
GE
N
E
R
A
L
N
O
T
E
S
·
·
·
·
·
·
·
·
·
·
·
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E0.2
LI
G
H
T
I
N
G
F
I
X
T
U
R
E
SC
H
E
D
U
L
E
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E0.3
TI
T
L
E
2
4
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E0.4
TI
T
L
E
2
4
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E2.1
EL
E
C
T
R
I
C
A
L
FL
O
O
R
P
L
A
N
LIGHTING FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
E2.1
POWER FLOOR PLAN
SCALE: 1/8" = 1'-0"
2
E2.1
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E2.01
EL
E
C
T
R
I
C
A
L
DE
M
O
L
I
T
I
O
N
FL
O
O
R
P
L
A
N
ELECTRICAL DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
E2.01
ELECTRICAL DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
1
E2.01
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E3.1
EL
E
C
T
R
I
C
A
L
EN
L
A
R
G
E
D
FL
O
O
R
P
L
A
N
ELECTRICAL ROOF PLAN
SCALE: 1/8" = 1'-0"
1
E3.1
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E4.1
PA
N
E
L
S
C
H
E
D
U
L
E
S
DRAWN
CHECKED
DATE
JOB NO.
SHEET
REVISIONS BY
4
1
2
3
5
------
------
------
------
------
Fe
r
g
u
s
o
n
E
n
t
e
r
p
r
i
s
e
s
Wa
t
e
r
w
o
r
k
s
S
a
t
e
l
l
i
t
e
R
e
n
o
.
#
1
0
8
2
0
0
13
0
1
E
.
H
u
n
t
e
r
A
v
e
n
u
e
Sa
n
t
a
A
n
a
,
C
a
l
i
f
o
r
n
i
a
9
2
7
0
5
DI
A
M
O
N
D
P
A
C
I
F
I
C
St
r
u
c
t
u
r
a
l
E
n
g
i
n
e
e
r
i
n
g
S
e
r
v
i
c
e
s
24
7
2
E
a
s
t
m
a
n
A
v
e
n
u
e
,
#
3
2
Ve
n
t
u
r
a
,
C
A
9
3
0
0
3
Te
l
.
(
8
0
5
)
6
5
4
-
1
3
5
9
SO
12-10-24
24009
JO/DB
#2590-00020
JO JO PP AR
www.salasobrien.com
03-19-25
E-Mail
3220 Executive Ridge, Suite 210
Vista, CA 92081
760.560.0100 E4.1
SI
N
G
L
E
L
I
N
E
D
I
A
G
R
A
M
AN
D
L
O
A
D
S
U
M
M
A
R
Y
SINGLE LINE DIAGRAM
SCALE: NONE
1
E4.1
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs