HomeMy WebLinkAbout240 CHINQUAPIN AVE; BLDG 1; 85-232-1; PermitESGIL CORPORATION
932O CHESAPEAKE DR . SUITE 2O8
SAN DIEGO, CA 92123
(619)560-1468
DATE 5~2rt3*i~ D APPLICANT
JURISDICTION t?T2.<L~S &/? & _ D PLAN CHECKER
D FILE COPY
PLAN CHECK NO c^S""g 3 "2. ~3 O UPS
D DESIGNER
PROJECT ADDRESS
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes
("") The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
f~] The check list transmitted herewith is the jurisdiction's
copy for your information The plans are being held at
Esgil Corp 'until corrected plans are submitted for recheck.
(""] The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person
ri The applicant's copy of the check list has been sent1 to
I 1 Esgil staff did not advise the applicant contact person that
plan check has been completed.
US Esgil staff did advise applicant that the plan check has
been completed Person contacted
Date contacted Telephone #
REMARKS
BY >^| 'XkJU^M^x^ ENCL
ESGIIL CORPORATION
Form 31584
£$' **x*iy* '"" ' /a-v^r*-1^iggtfr&fi^i ^ T * -» H (L.iiW*5 -i*-! . '"K,
ESGIL CORPORATION
932O CHESAPEAKE DR . SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
DATE 4/**/0*> j^.wfifta$^H./ r CQ^URisiicimN:
JURISDICTION
5 D FILE COPY
1 PLAN CHECK NO e^S""'^:^ - ^ D UPS
D DESIGNER
PROJECT ADDRESS
II The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes
[~) The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck
i~1 The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp 'until corrected plans are submitted for recheck
|) The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person
The applicant's copy of the check list has been sent to
II Esgil staff did not advise the applicant contact person that
plan check has been completed.
C~| Esgil staff did advise applicant that the plan check has
been completed. Person contacted
Date contacted Telephone #_
REMARKS
ESGIL\CORPORATION
ENCL.
Form 31584
Citp of Cartebabrr^f^i D APPLICANT COPY
2><5 Mav&zv D CITY COPY
920-2*4- CARLSBAD CALIFORNIA 92008 D PLAN CHECKER COPY
COMMERCIAL PLAN CORRECTION SHEET
A. Plan Check Number
B. Site Address
C. Owner
( 0522:.
D Building Code Applicable _ 1979 U B.C
E Occupant Load &<L.£%*2 ~ *r /7 _ Stones_Z
0t£B, *3 -JZt,^
F. Occu pane y /%?-/ /£>*? A/g "3 /g-3 /^ ^ *• -z- Use
G.
H.
Type of Construction V~~A/
Allowable Floor Area &OC£> x, 'S ~/gO&
Sprinklers
s) Actual #2. ,
Yes vNoy
Cf Z>5~2.#
r* s.y-3^
0,
I Basis for Area Increase /v /y _ __^
J Remarks z<g7/77^-^9y chs<z.j£ Q-ni^ QA/£.<s 5d A/<?
Date Plans Submitted <g/<S77 ^//7/g5 Date Plans to Plan Checker
Date Initial Plan Check Completed/^/y vZfgS' By
Applicant Contact Person /^p ~77sty/W Tel -^^. .52?
FOREWORD PLEASE READ
1. This plan check is limited to technical requirements contained in the Uniform
Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy conservation, noise attenuation
and access for the handicapped The plan check is based on regulations enforced
by the Building Inspection Department
1 You may have other corrections based on laws and ordinances enforced by the
Planning, Engineering and Fire Departments For information regarding those
departments, please contact Mr Carter Darnell at (619) 438-5525.
3 The items below need clarification, modification or change All items have to
be satisfied before the plans will be in conformance with the cited codes and
regulations Per Sec 303 (c), 1979 Uniform Building Code, the approval of
the plans does not permit the violation of any state, county or city law.
Please submit two sets of corrected plans and show on this list where corrections
were made i e sheet, detail, etc Return any original plans and documents that
were returned to you by the city The above items may be returned to the City
Building Department or to Esgil Corporation at 9320 Chesapeake Dr , Suite 208,
San Diego, CA 92123, telephone (619) 560-1*68.
8^19/82
/
GENERAL
Provide the site address and a vicinity
•ketch on the Title Sheet
Provide the names addresses and telephone
numbers of the owner and the responsible
design professionals on the Title
Sheet
All sheets of the plans and the first
sheet of the calculations are required
to be signed by the California licensed
Architect or Engineer responsible
for the design Please include the
California license number and the
date the plans are signed
Indicate on the Title Sheet whether
or not a grading permit is required
for this project
Show on the Title Sheet all buildings
structures, pools, walla, etc included
under this application Any portion
of the project shown on the site plan
that is not included with the building
permit application filed should be
clearly identified as "not included"
on the site plan or Title Sheet
Provide a Building Code Data Legend
on the Title Sheet Include the following
code information for each building
proposed
2-1
/
V-Kl
Occupancy Group
Type of Construction
Sprinklers Yes or No
Stories
Floor Area
Justification to exceed allowable M
area in Table 5-C
Justification to exceed allowable
height or stories in Table 5-D
/
5(3?
A; Pi
Provide a Building/Unit schedule on
the Title Sheet Include the following
a Designation and area of each
dwelling unit type
b Number of each designated unit
types in each building (Including
handicapped access units)
c List any other occupancies or
uses included in each building,
i e common laundry, common
storage, garage, rental office, etc
SITE PLAM
Provide a fully dimensioned lite plan
drawn to scale Showi North arrow
property lines easements streets
existing and proposed buildings and
structures location of yards used for
allowable increase of building area and
dimensioned setbacks
Provide a statement on the site plan
stating "All property lines easements
and buildings both existing and proposed
are shown on this site plan
Clearly designate on the site plan
existing buildings to remain existing
buildings to be demolished, buildings
to be constructed under this permit
and any proposed future buildings
Show on the site plan all proposed
walls retaining walls and fences
Specify their heights on the plans
Clearly dimension building setbacks
from property lines, street center-
lines, and from all adjacent buildings
and structures on the site plan
Dimension distance from curb to property
line
Show and dimension on the site plan
all building projections including
eaves balconies cornices and similar
appendages extending beyond the exterior
walls
Show on the site plan, or provide the
grading plans, showing finish floor
elevations, elevations of finish grade
adjacent to buildings, drainage patterns
and locations and gradients of cut or
fill slopes
Show dimensioned parking layout including
any required handicap access spaces
Show the location of any designated
flood plains, open space easements,
or other development restricted areas
on the site plan
LOCATION OH PROPERTY
When two or more buildings (including
carports) are on the same property, the
buildings shall have an assumed property
line between them for the purpose of
determining the required wall and opening
protection and roof cover requirements,
per Section S04(c) An exception is
provided if the combined area of the
buildings is within the limits specified
in Section SOS for a single building
If this exception is used show how the
building(s) will comply with Section S04(b)
Buildings over one story and containing
courts shall have an assumed property
line for the purpose of determining
required wall and opening protection
of court walls, per Section 504(c)
See possible exception Please show
how the court walls will be made to
comply with Section S04(c)
The exterior walls of R-l occupancies
(Type V Construction) less than S feet
to a property line or an assumed
property line shall be one-hour
fire-rated construction The wall
shall have a 30 inch parapet (see
exception Section 1709) and the wall
shall have no openings including
windows doors, scuppers, vents, etc
Table S-A
The exterior wallsof a Group M occupancy
(maximum 1,000 SP) carport or garage
less than 3 feet to a property line
or an assumed property line shall
be one-hour fire-rated construction
The wall shall have no openings
Table S-A
The exterior wall of a Group M occupancy
(maximum 3,000 SP) carport or garage,
less than 5 feet to a property line
or an assumed property line, shall
be one-hour fire-resistive construction
The wall shall have a 30 inch parapet
and shall have no openings Table 5-A,
Section 1102
The exterior wall of a B-l occupancy
carport or garage (Type V-M Construction),
less than 20 feet to a property line
or an assumed property line shall
be one-hour fire-rated construction
When the exterior wall is less than
10 feet, a 30 inch parapet and protected
openings are required When the exterior
wall is less than 5 feet, no openings
are permitted Table S-A
Eaves over required windows shall
be not less than 30 inches from side
and rear property lines Section 504(a)
X
X
X
Combustible projections located where
openings are required to be protected
•hall be heavy timber or one-hour
construction Section 1710
Projections may not extend more than
12 inches into areas where openings
are not allowed
Section 1710
Projections over public property must
comply with Chapter 45
Projections may not extend more than
one-third the distance from the exterior
wall to the property line or one-third
the distance from an assumed vertical
plane located where fire-resistive
protection of openings is first required,
whichever is least restrictive
Section 504(b)
Fire-resistive exterior wall construction
shall be maintained through attic
areas Section 4304(c)
when openings are required to be protected
due to location on property the sum
of openings shall not exceed SO percent of
the total area of the wall in each
story Section 504(b)
A covered passageway connecting separatu
buildings must comply with the requirenu nts
for an arcade Section S09
Exterior exit balconies cannot be
located in an area where openings
are required to be protected
Section 330SU)
Exterior stairways shall not project
into yards where protection of openings
is required Section 3306(n)
Yards or courts serving as required
exits for more than 10 occupants must
be at least 10 feet wide or have walls
of one-hour construction for a height of
10 feet abQve the court or yard grade
Openings shall be protected by fire-
assemblies having a rating of not
less than three-fourths-hour
Section 3302 definition and
Section 3311(d)
Structural elements exposed in walls required
to be fire-resistive construction due to
location on property must have the same I'ire-
reaistive rated protection as the wall, or
as required for the structural frame for tha
type of construction, whichever is greater
Table 17-A footnote 1, and Section 1702
Openings for scuppers, mechanical
equipment vents, foundation vents and
similar openings are not permitted in
walla located where openings are prohibited
and would have to be protected where
openings are required to be protected
Table S-A
(3a)!0<rr o ftTtfrll BOT COOUD
D
Kr* O^pf _^- &-/;? gt <Bi
BUILDING AREA, HEIGHT AND STORIES
TYPE OF CONSTRUCTION/ALtOWABLE AREA ANALYSIS
Building Designation
Type Construction Shown
Number of Stories and Height
Basic Allowable Area
Increases
For Multi-Stories
For Yards
For Sprinklers
Total Allowable Area
Actual Area Total
Area Separation Walls
Area on First Story
Area Above First Story
Over Area
Over Height
Over Stories
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
"es No
Yes No
Yes No
Yes No
"(See Attached If Over S Building Types)
BUILDING AREA
Provide on the Title Sheet of the plans
the code justification for exceeding
the basic allowable area in Table S-C
Section 506
When a building has more than one
occupancy the area shall be such
that the sum of the ratios of the
actual area divided by the allowable
area for each occupancy shall not
exceed one Section 503
As shown, the buildlng(s) is/are
over area for the Type of Construction
shown Table S-C
The total floor area of a multi-story
building cannot exceed twice the basic
area allowed by Table S-C after increasing
the basic area per Section 506
No single story can exceed the basic
area allowed by Table S-C plus the
increases allowed by Section 506
Unless considered a separate story,
the floor area of a mezzanine shall
be included in calculating the area
of the story in which it is located
A basement need not be included in
the total allowable area, provided
such a basement does not qualify
as a story nor exceed the area
permitted for a one story building
AREA SEPARATION WALLS
Area separation walls may separate
portions of a building and allow
each portion to be considered a
separate building, however, the
area separation wall must be four-hour
in Type I, II-P R , III and IV
buildings and two-hour in Type II-one-
hour, Type II-N and Type V buildings
Section SOSCell
Openings in four-hour area separation
vails are required to be protected
with three-hour fire-resistive
assemblies, and 1-1/2 hour fire-
resistive assemblies in two-hour
area separation walls Section 505(e)
Openings in area separation walls
are limited to 25 percent of the length
of the wall in each story Section SOS(e)
If area separation walls do not extend
to the outer edge of horizontal pro-
jections, (balconies roof overhangs
canopies, marquees and architectural
projections) and the projecting elements
contain concealed spaces the wall shall
extend through the concealed space to
the outer edges of the projecting elements
The exterior walls, and projecting
elements above must be of one-hour con-
struction on each side of the area
separation wall for a distance equal to
the depth of the projecting elements
Openings in the one-hour walls must be
protected with three-fourth-hour assem-
blies Section SOS(e)2
All area separation walls must extend
in a continuous straight vertical plane
from the foundation to a point 30 inches
above the roof but may terminate at the
underside of the roof sheathing if the
roof/ceiling is two-hour construction
Two-hour area separation walls may ter-
minate at the roof sheathing provided
that
A Where the roof/ceiling framing
elements are parallel to the
walls, such framing and
elements supporting such framing
shall be of not less than one-
hour fire-resistive construction
for a width of not less than
S feet on each side of the wall
B Where roof/ceiling framing
elements are perpendicular to
the wall the entire span of
such framing and elements
supporting such framing shall
be of not less than one-hour
fire-resistive construction
C Openings in the roof shall not
be located within 5 feet of the
area separation wall Section 505(31
No openings in the roof are permitted
within 5 feet of a two-hour area
separation wall if parapets are not
provided Section 505(e13
Area separation walls which
separata portions of buildings having
different heights may terminate 10
inches above the lower roof level
provided the exterior wall for a
height of 10 feet above the lower roof
is of one-hour fire-resistive construc-
tion with openings protected by three-
fourths-hour assemblies As an alternate
the wall may terminate at the sheathing
of the lower roof provided roof/ceiling
elements if parallel to the wall, are
one-hour construction for a 10 foot
width along the wall at the lower
roof; where the lower roof/ceiling
elements are perpendicular to the wall,
the roof/ceiling elements shall be one-
hour for the entire span Section SOS
(e)S
No openings in the lower roof are
permitted within 10 feet of the area
separation wall if parapets are not
provided Section 50S(e)5
Show the basis for the approved fire-
resistive construction elements for
the area separation wall, parapet and
ceiling assembly if used in lieu of
parapet i e Item number in Table 43-A,
B, C or U L Directory, etc (Note that
trusses require two layers of 5/8 inch
Type 'X , per Gypsum Fire Resistance
Design Manual, Item FC 5406)
See the attached article, "Area
Separation Halls Revisited*, and
incorporate appropriate data and
details on your plans
Provide complete details of the
area separation wall(3) to show
compliance with Section 505(e11-5
Provide a note on the plans stating:
"Plumbing and conduit penetrations
of the area separation wall shall
be of copper or ferrous No plastic
pipe may penetrate the area separation
wall"
BUILDING HEIGHT/STORIES
Clearly show the maximum building
height based on the definition in
Section 409
Clearly show if the lower level is
a basement or story, based on the
definitions in Section 40} and 420
Plot the finish grade (adjacent ground
level) on the elevations and dimension
the distance to the floor above for
story determination See definition
of grade. Section 408
The height and number of stories
cannot exceed that shown in Table 5-0
Show the code basis for the height/
number of stories as shown
One additional story would be permitted
beyond that shown in Table S-D if
the building is sprinklered throughout
and the sprinkler system is not other-
wise required by Section 506 (area) or
Section 508 (substitute for one-hour)
Section 507
Towers, spires and steeples shall
comply with Section S07, exception 1
LrfS
\<A
PIRB-KESISTIVB CONSTRUCTION
Croup R Division 1 occupanciaa more
than two stories in height or having
more than 3 000 sq ft of floor area
above the first story shall be not
less than one-hour fire-resistive
construction throughout except as
provided in Section 1705(b) 2
Where one-hour fire-resistive con-
struction is required an approved
automatic sprinkler system may be
substituted for the one-hour construction
however, the fire sprinkler system
shall not waive or reduce fire-resistive
requirements for occupancy separations,
exterior walls due to location on
property area separation walls
shaft enclosures corridor protection,
stair enclosures, exit passageways
type of construction separation per
Section 1701 and atriums constructed
in accordance with Section 1715
Section 508
Provide details of the one-hour fire-
resistive construction Include
roof/ceiling assemblies floor/ceiling
assemblies wall assemblies, post
and beam assemblies, etc
7
7
Maintain one-hour fire-resistive
wall construction at built in wall
fixtures and behind bathtub and shower
enclosures, mailboxes medicine cabinets,
fire extinguisher cabinets electric
panels exceeding 16 sq in in area, etc
Section 4304(e)
Detail and reference ICBO number or
other approval for horizontal fire
fire assembly using trusses
Section 4303(b)8
Detail how fire-resistive wall and
celling protection will be maintained
at all duct penetrations such as
at bathroom and kitchen hood fans
laundry room fans and dryer vents
Also detail recessed tight fixtures
Section 4303(b)6
Roof/ceiling and floor/ceiling assemblies
must be of one-hour construction,
detail fire assemblies on plans along
with their ICBO number or other I D
number from the Fire-Resistive Design
Manual published by the Gypsum Assoc
or U L number or item, number from
Table 43-C UBC
ID?
Detail water heater vents located
inside fire-resistive wall con-
struction or within fire-resistive
shafts
Detail pre-fabricated fireplace flue*
within individual fire-resistive
shafts and specify fire-stopping
around fireplace box opening
Section 4304(e)
Clearly identify location and hourly
fire-resistive rating of vertical
shafts on the plans Provide
construction details showing location
of fire dampers and how fire resistivity
will be maintained at floors and
roofs Section 1706
Note on plans that elevator doors
must be constructed and installed
in the same manner as a -
hour fire assembly, even though
elevator doors are not identified
with fire labels
Detail column fire protection per
Table 43-A in the UBC and specify
column impact protection in garage
areas per Section 4303(b)S As a
minimum show a 22 ga steel jacket
around each column to a height of
3 feet above the ground for impact
protection
Structural members such as beams supporting
more than one floor or roof must be
individually fire protected (Section
4303(b)6) Detail required protection
Clearly specify minimum thickness
of walls and slabs to provide -
hour fire-resistive rating per
Table 43-B and C Clearly specify
minimum cover for bonded reinforcing
at fire-rated floors,
fire-rated columns, fire-
rated beams Clearly specify minimum
cover for prestressed concrete tendons
per Section 4303(c)3
Detail all plumbing and electrical
penetration at occupancy area,
corridor or other fire separation
walls as specified in Section 4304(e)
Detail all furred ceilings as required
in Section 4203 Show fire-retardant
treated wood where necessary
Provide cross-section of one-hour
corridors serving an occupant load
of 10 or more Label corridors on
plans as one-hour corridors specify
on the plans all doors as 20-minute
fire assemblies with self-closers
or automatic closers with smoke
detectors and all windows as 1/4
inch wire glass in steel frames
and all duct penetrations to have
fire dampers Section 3305(h)
Clearly label and identify on the
plans the fire-resistive corridors,
area separation walls, shafts occupancy
separation walls and floors exit
courts less than 10 feet wide and exit
enclosures along with their hourly
ratings Section 302(c)
OCCUPANCY SEPARATION
Storage or laundry rooms that are
within Group R Division 1 occupancies,
that are used in common by tenants
shall be separated from the rest
of the building by not less than
one-hour fire-resistive occupancy
separations Section 1202(b)
Provide a full one-hour occupancy
separation between R-l and M-l or B-l
(M-l up to 3 000 sq ft ) occupancies
Fire protection only on the garage
side applies to R-3/M occupancy
separations, not R-l/M occupancy
separations Table 5-B and
Section 503(d)
Provide one-hour fire-resistive door
assemblies in the one-hour occupancy
separation Section 503(c>
The required three-hour rated occupancy
separation between R-l and B-l occupancies
may be reduced to a two-hour rating
when the B-l is limited to the storage
of passenger vehicles, and the provisions
of Section 702 are not applicable Table 5-B
The two-hour occupancy separation may be
further reduced to one-hour if the aggregate
area of B-l occupancy within the building does
not exceed 3,000 sq ft Section 503{d)
A B-l occupancy in the basement or
first story may be classed as a
separate and distinct building for
the purpose of area limitation,
limitation of number of stories
and type of construction ONLY if
the following conditions are met
186
• B-l is Typ« I construction
b B-l/R-1 are separated by a
three-hour occupancy separation
c B-l is restricted to passenger
vehicle storage laundry rooms
and mechanical equipment rooms
(No storage recreation room
etc )
d The maximum building height
does not exceed the limits
in Table 5-D for the least
type of construction
The Type I construction is required
to have protected exterior wall
openings when located within 20 feet
from a property line Section 1803(b)
All openings in floors forming a
three-hour separation shall be
protected by vertical enclosures
above and below the opening The
walls of such enclosures shall be
not less than two-hour fire-resistive
construction, and openings therein
shall be protected by a one and one-
half-hour assembly Section 503(c),
Tables 43-A B, C and Chapter 43
A -hour occupancy separation
is required between
occupancy and the
occupancy Table 5-B, Section 503(d),
Tables 43-A, B, C and Chapter 43
Structural members supporting an
occupancy separation must have the
same fire-resistive rating as the
separation Table 5-B Section 503(d).
Tables 43-A, B, C and Chapter 43
No openings are allowed in a four-
hour fire-resistive occupancy
separation wall Section 503(c)
Openings in a three-hour fire-
zesistive separation shall be protected
by a three-hour assembly and openings
may not exceed 25 percent of the
length of wall in the story and no
single opening shall exceed 120 sq ft
Section 503(d), Tables 43-A, B, C
and Chapter 43
A two-hour fire-resistive separation
shall be not less than two-hour fire-
resistive construction Openings
shall be protected by a one and one-
half-hour assembly Section 503(c),
Tables 43- A, B, C and Chapter 43
-TO
Co,Jr
/'
A one-hour fire-resistive separation
shall b« not less than one-hour
fire-resistive construction Openings
shall b« protected by a one-hour
assembly Section S03(c), Tables 43-
A, B C and Chapter 43
Occupancy separation wall penetrations
must be either ferrous or copper and
fire-stopped Steel electrical outlet
boxes not exceeding 16 square inches
per 100 square feet of wall may
be installed and shall be separated
by a horizontal distance of 24 inches
when on opposite sides of a wall
Section 4304(e)
Fire-resistive floors used for
occupancy separation shall have
openings for mechanical and elec-
trical equipment enclosed in shafts
per Section 1706
Clarify that wiring within concealed
spaces complies with Section 4305(e)
Ducts penetrating one or two-hour
occupancy separation walls must have
fire dampers A fire door is required
for three-hour separations
Section 4306(j)
Usable space under the first story
when constructed of metal or wood
shall be separated from the non-usable
space, and the story above as required
for one-hour fire-resistive construction
and the door to the usable space
shall be self-closing of non-combustible
construction or solid wood core
not less than 1-3/4 inches in thickness
Section 1703
Show the basis for the rating of
the occupancy separation you propose,
i e Item number in Table 43-A B
C Gypsum Fire-Resistive Design ManualU L , etc
SOUND TRANSMISSION
(Title 25Chaptar 1 Subch«pt«r 1,
Article 4 Section 28)
UBC Standard No 35 (1-3)
UBC Appendix Chaptar 35
Wall and floor/ceiling assemblies
separating dwelling units from each
other and from common space (such
as corridors laundry rooms common
garages service areas etc) must
have a listed rating of STC 50 and
IIC 50 Show the location of and
provide details of the listed wall
and floor/ceiling assemblies and
indicate the listing agency and
listing number for the tested ratings
Show how penetrations of assemblies
for piping electrical devices re-
cessed cabinets, bathtubs soffits
or heating ventilating or exhaust
ducts shall be sealed lined or in-
sulated or treated to maintain the
required ratings
Dwelling unit entrance doors from
interior corridors together with
their perimeter seals shall have
a STC rating of not less than 30
R-l occupancy buildings located
in noise critical areas (CMEL con-
tours of 60 dB) as shown on the City
or County s General Plan require
an acoustical analysis showing
that the proposed building has been
designed to limit noise in habitable
rooms to CNEL of 45 dB Where
windows must be closed to comply
it is necessary to provide mechanical
ventilation capable of providing
at least two air changes per hour
The Title Sheet or Site Plan should
clearly indicate if any portion of
the project is in a noise critical
area (CNEL contours of 60 dB) as
shown on the City or County s
General Plan If no portion of the
project is within a noise critical
area provide a note on the Title
Sheet stating "This project is
not within a noise critical area
(CNEL contour of 60 dB) as shown
on the General Plan*
CU*o)Pgrmus "=3*^0
C. V3 o
yt
t
EXITS
In all occupancies, floors above
tho first story having more than
10 occupants shall have not less
than two exits except only one
exit is required from a second
floor area within an individual
dwelling unit Two or more dwelling
units on the second story may have
access to only one common exit when
the occupant load tributary to the
stairway does not exceed 10
Section 3303U)
Exits should have a minimum separation
of one-half the maximum overall diagonal
dimension of the buildirg or area served
Section 3303(c)
The maximum number of required exits
and their required separation must be
maintained until egress is provided
from the structure
Section 3303{a)
Where a required exit enters a yard,
the yard must lead to a public way
Section 3301
Where required exits enter an exit
court (see definition. Section 404 and
3301), the exit court must discharge
into a public way or exit passageway
The exits from the exit court shall
comply with Section 3311 requirements
for width number, and protection
of walls and openings
Basements require two exits except
basements in an individual dwelling
unit Section 3302(a)
Total width of exits in feet shall
be not less than total occupant load
served divided by 50 Tributary
occupant load from basements and
stories above shall be per Section
3302(b) and the maximum width
required Cor any story shall be
maintained
No point in the building shall be
more than 150 feet (200 if sprinklered)
from an exterior exit, horizontal exit,
enclosed stairway or exit passageway
measured along the path of travel This
may be increased 100 feet if last 150
feet is in a corridor Section 3303(d)(See exceptions)
Double acting doors are not allowed
when serving a tributary occupant
load of more than 100 or when part
of a fire assembly, or part of smoke
and draft control or when equipped
with panic hardware Section 3304Ib)
187
Exit doors from each unit should
b* a minimum size of 3 feet by
< feet 8 inches with a minimum
door swing of 90 degrees Maximum
leaf width is 4 feet Section 3304(•)
Regardless of occupant load a floor
or landing not more than 1/2 inch
below the threshold is required on
each side of an exit door In R-3
and individual units in R-l a max-
imum 7-1/2 inch drop may occur
provided the door does not swing
over the drop Section 3304(h)
Doors should not project more than
7 inches into the required corridor
width when fully opened, nor more
than one-half of the required
corridor width when in any position
Section 3305(d)
Revolving sliding and overhead doors
are not permitted as exit doors
Section 3304(g)
A door may open over a stairway landing
provided the door in any position,
does not reduce the clear area of
the landing in the direction of
travel to less than one-half the
required width of the stairway
Section 3306(g)
Minimum exit court width is 44 inches
Section 3311(b)
Change in width in an exit court
shall be effected gradually by a
guardrail at least 36 inches high
and making an angle of not more
than 30 degrees with the axis of
the court Section 3311(b)
Walls of exit passageways shall be
without openings except exits and
shall have walls, floors and ceilings
of the same fire-resistance required
for the building with a minimum
one-hour fire-resistive construction
Exit openings in the walls shall
be protected by a three-fourths-hour
assembly Section 3312(a)
Ramps required by Table 33-A shall
not exceed 1 12 other exit ramps
1 8 Ramps steeper than 1 IS shall
have handrails as required for stair-
ways Minimum size landings and
landing clearances must be provided
Section 3307
Stairway width mist b* at least 44
inches when serving more than SO occu-
pants; 36 inches when less than SO) 30
inches when serving one unit only
Section 3306(b) and Section 3301(b)
Seventy eight inch minimum headroom
clearance for stairways should be
indicated on the plans Section
3306(p) Note that this is from
a plans tangent to the stairway tread
nosings
Stairway handrails should not pro-
ject more than 3-1/2 inches into the
required width Trim may not project
more than 1-1/2 inches Section 3306(b)
Enclosed usable space under interior
or exterior stairways should be protected
on the enclosed side as required for
one-hour fire-resistive construction
2 x 8 16" 0 C nailers Section
3306(m)(n)
Landings should not be reduced in
width more than 7 inches by a door
when fully open Where doors open over
landings the landing shall have a
length of not less than S feet Section
3306(g) and Section 3304(h)
Stairways from upper levels which extend
below the level from which eqress from the
building is provided, shall have an approved
barrier to precl-ude exiting into such
lower levels
Vertical distances between stairway
landings are limited to 12 feet
Section 3306U)
All interior stairways ramps and
escalators shall be enclosed An
enclosure is not required if serving
only one adjacent floor and not connected
to stairs or corridors serving other
floors Not required for R-3 or R-l
stairs within a dwelling unit
Section 3309ta)
Stairway riser must be 4 inches
minimum and 7-1/2 inches maximum
and minimum run shall be 10 inches
except in winding circular or spiral
stairways Section 3306(c)
Winding stairways are permitted only
when serving R-3 or a single unit in
R-l Section 3306(d)
f
i
Provida datalls of winding stairways
a Minimum tread is { inches
at any point and minimum
9 inches at a point 12 inches
from the aide of the stairway
b Maximum rise is 9 inches
c Minimum width is 30 inches
Section 3306(d)
Spiral stairways are permitted only
when serving R-3 or a single unit
in H-l Section 330«<f)
Provide spiral stairway details:
a Minimum run is 7-1/2 inches
at point from where the tread
is the narrowest
b Maximum rise is 9-1/2 inches
c Minimum headroom is 6 feet
6 inches Section 3306(C)
Spiral stairways may not be used
for required exits when the area
served is greater than 400 sq ft
Section 3306(f)
Spiral stairways must have a clear
walking space of 26 inches between
the column and handrail Section
3306(f)
Provide ICBO Research Report and
Number for metal stairway or submit
plans and calculations and approved
fabricator registered with the Building
Department or note that the stairway
fabrication shall be done under special
inspection per the approved fabrication
plans Section 306(a) 4 B and Section
306(f)
Stairways should be enclosed as specified
in Section 3309
a Two-hour fare-resistive walls
are required in buildings of Type I
and II-F R Construction, and in
all buildings over four stories,
and one-hour elsewhere
b Only exit doors are allowed
to open into exit enclosures
c Doors should be labeled one an
one-half-hours or one-hour
fire assemblies
UJ
..05
206
Exit enclosures should include
a corridor on the ground floor
extending to the exterior
Fire-resistive construction
should be as required for the
exit enclosure including
protected openings Only
exit doors are permitted to
open into the corridor
An approved barrier is required
at the ground floor to prevent
people from accidentally con-tinuing to the lower level
Usable space is not allowed
under the stairs
Occupied floors more than 75 feet
above the highest grade should have
all exits from the building in smoke-
proof enclosures Section 3310(b)
In buildings four or more stories,
one stairway must extend to the
roof Section 3306(o) It must
be in a smokeproof enclosure in buildings
over 75 feet in height Section 3306(0)
Handrails are required on each side of
stairways Stairways required to be more
than 88 inches wide shall have intermed-iate handrails Stairways not over 44
inches wide or stairways serving one
dwelling unit may have one handrail if
not open on both sides Private stair-
ways (1 tenant) 30 inches or less inheight may have one handrail privatestairways not over 3 risers, serving
a single dwelling unit (R-3, R-l) need
not have a handrail Handrails shall
be 30 inches to 34 inches above nosing
of treads and be continuous and except
for private stairways/ at least one rail
shall extend 6 inches beyond top and
bottom risers All stairs shall terminate
in a newel or safety post Section 3306(j)
The handgrip portion of all handrails
shall be not less than 1-1/4 inches nor
more than 2 inches in cross-sectional
dimension Handrails projecting from
walls shall have at least 1-1/2 inches
between the wall and the handrailSection 33061j)
Every stairway landing shall have a dimen-
sion, measured in the direction of travel,
at least equal to the stairway width
Section 3306(g)
Openings in the exterior wall below or
within 10 feet horixontally of an extarior
exit stairway in buildings over two storios
shall be protected by a self-closingassembly having a three-fourths-hour
rating, unless two separated exterior
stairways serve an exterior exit balcony
Section 3306(1)
CORRIDORS
Corridors, and exterior exit balconies
serving 10 or more occupants must beminimum 44 inches wide and 7 feet high
to the lowest projection Corridors
serving R-J and individual R-l units
may be 36 inches wide Section
3305(b)
When a corridor or exterior exit balcony
is accessible to the handicapped changes
in elevation shall be made by means of
a ramp Section 330S(f)
Corridors serving 10 or more occupants in
R-l or 30 in other occupancies shall have
walls and ceilings of one-hour construction
except
a Corridors greater than 30 feet wide
when the occupants or areas served by
the corridor have an exit independent
from the corridor
b Exterior sides of exterior exit
balconies
Section 3305(g)
One-hour fire-rated corridors shall have
door openings protected by tight-fitting
smoke and draft control assemblies rated
20 minutes, except openings in interior
walls of exterior exit balconies Doors
shall be maintained self-closing or be
automatic-closing by action of a smokedetector per Section 4306(b), doors shall
be gasketed to provide a smoke and draft
seal where the door meets the stop on
sides and top Section 330S(h)
Total area of all openings, except
doors, in any portion of an interior
corridor, shall not exceed 25 percent
of the area ot the corridor wall of the
room which it is separating from the
corridor Section 33Q5(h)
Duct penetrations of fire-rated corridor
walls and ceilings shall have fire dampers
per Section 4306(j)
./
¥
Viewports in 20 minute rated corridor
doors cannot exceed 1 inch in diameter
and must have 1/4 inch thick glass and
metal holder that will not melt at 1700 P
Section 330S(h)
Provide a complete architectural section
of the corridor and exterior exit balcony
showing all fire-resistive materials and
details of construction for all floors,
walls roof and all penetrations
Section 330S(g)
Ceilings of combustible materials cannot
be suspended below the one-hour corridor
celling Section 3305(g)
Corridor walls may terminate at the ceiling
only if the ceiling is an element of a one-
hour fire-resistive floor or roof system
Section 330S(g)
See attached details for approved
methods of providing one-hour
corridor construction
When two exits are required dead end
corridors and exit balconies are limited
to 20 feet Section 330S(e)
Exterior exit balconies cannot be located
in areas where protected op ings are re-
quired Section 3305d)
EXIT SIGNS
Exit signs are required since the
occupant load exceeds 50 Show all
required exit sign locations
Section 3314(a)
Show that exits are lighted with at
least one foot candle at floor level
Section 3313U)
Show that the power supply for
exit illumination and exit signs
is provided by two separate cir-
cuits (Occupant load exceeds
100) Section 3313(b)l
Show separate sources of power for
exit illumination and exit signs
(Occupant load exceeds 100)
Section 3313(b)2
The exit sign locations as shown
are not adequate
R-l GENERAL OCCUPANCY REQUIREMENTS
Every apartment house three stories or
more in height or containing more than
IS dwelling units and every hotel three
or more stories in height or containing
20 or more guest rooms shall have an approved
fire alarm system as specified in the
Fire Code Section 1202(a) (See exception)
Draft stops above and in line with walls
separating units shall be installed in
the attics mansards overhangs false
fronts and similar concealed areas The
draft stops shall be above and in line
with walls separating tenant spaces from
each other and from other uses
Section 2516(f)
Every sleeping room below the fourth story
shall have at least oneopenable window 01
exterior door for emergency escape or rescue
The clear opening shall be at least 5 7 sq ft
24 inches high and 20 inches wide The
finish sill height shall not exceed 44 inches
above the floor
One room must contain a minimum of ISO sq ft
of superficial floor area Section 1207(b)
Habitable rooms, other than kitchens shall
contain at least 70 sq ft of floor area
Section 1207(b)
Window area must be a least 1/10 of the
floor area (minimum 10 sq ft ) in
Section 1205U)
Openable window area must be 1/20 of the
floor area (minimum 1-1/2 sq ft ) in bath-
rooms laundry rooms and similar rooms
Section 1205(a)
One-half of all required window area must
be openable in
No habitable room, other than -a kitchen
shall be less than 7 feet in any dimension
Section 1207(c)
/
/'
Show a 7 foot - « inch minimum ceiling
height for habitable rooms other than
the kitchenj Section 1207(a)
Show a 7 foot minimum ceiling height for
the kitchens halls corridors laundry
rooms and bathrooms Section 1207(a)
Provide 30 inches clear width in water
closet compartments and 24 inches clearance
in front of the water closet Section 511(a)
Provide smoke detectors which will sound an
alarm when actuated Detectors must be
permanently wired in new construction
but may be battery operated in existing
construction Section 1210
Show location of fire extinguishers
Title 25 CAC
Specify safety glazing for glazing in
hazardous locations such as glass doors
glazing adjacent to such doors and glazing
adjacent to walking surfaces Section 5406
Glazing in shower and tub enclosures (including
windows) shall be tempered laminated or approved
plastic Section 1711(f)(g)
ROOF
Fire-retardant roof cover is required for
R-l occupancies which are more than two
stories, or have more than 3,000 sq ft
of projected roof area or where less than
10 feet from the extremity of the roof
to a property line or an assumed property
line Section 3202(b) and 3203(e)
288/
>/
A Class fire-retardant roof
covering is required
2 Specify roof pitch
Roof pitch is not adequate for roof covering
specified Specify minimum pitch of
Specify roof material and application
Specify ICBO approval number for roof
materials not covered in UBC
Specify roof slope for Drainage or design
to support accumulated water Section 3207la)
295^
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide ICBO
approval number
Provide plastic roof panel details to
show compliance with Section 5206 or piovide
ICBO approval number
Show attic ventilation Minimum vent
area is 1/150 of attic area or 1/100 01
attic area if at least 50 percent of the
required vent is a least 3 feet above save
or cornice vents Section 3205(c)
Provide a minimum 22' x 30* (or 30' x 10*
if equipment is in attic) attic access
opening Section 3205(c)
FIRE EXTINGUISHING
Fire sprinklers are required on any story
or basement when the floor area exceed!
1 500 sq ft and there is not provided
at least 20 sq ft of opening entirely
above the adjoining ground in each SO
lineal feet or fraction thereof of
exterior wall on at least one side, or
when openings are provided on only one
side and the opposite side is more than
75 feet away Section 3802(b)
Fire sprinklers are required in a basement
if any portion of a basement is more than
75 feet from openings in an exterior wall
Section 3802(b)
Fire sprinklers are required at the top
of rubbish and linen chutes and in the: r
terminal rooms Chutes extending through
three or more floors shall have additional
sprinkler heads installed within such
chutes at alternate floors Sprinkler
heads shall be accessible for servicing
Section 3802(b)
Show roof drains and overflows
drains per Appendix D of UPC
Section 3207(a)
Size
Provide fire sprinklers
When serving more than 100 sprinkler heiids,
automatic sprinkler systems shall be supervisedby an approved central proprietary or remote
station service or shall be provided with a
local alarm which will give an audible signal
at a constantly attended location
R-l occupancies over three stories shall
have standpipes as required by Table 38-A
A first story as allowed by Section 702
shall be induced in determining
the number of stories when determining
if standpipes are required Section 3806
Show standpipe class and outlet locations
on the plans Section 3806
Specify that hoses are required with the
•tandpipes
320
321
322
323
324
325
326
327
HANDICAPPED ACCESSIBILITY APARTMENTS/CONDOS
(Not Public Funded Housing)
Provide a note on the Title Sheet of tha plans
indicating if this project is or is not
"Public Funded Housing Public funded housing
shall comply with Title 24, Chapter 12 requirements
"Publicly funded" shall not include loans, grants,
guarantees, or other financial assistance provided
by a public agency to finance construction
rehabilitation or purchase of privately owned
housing Title 24, 2-417(1) For public
funded housing see the enclosed Title 24
check list when applicable
Buildings containing more than 20 dwelling
units or 20 guestrooms shall be accessible
to the physically handicapped by a level
entry, ramp, or elevator Section 1213 UBC
The number of dwelling units or guestrooms
accessible to the handicapped shall be not
less than:
21-99 - one unit
100 and over - one plus one for each
additional 100 units or fraction there
of Section 1213
More than one building on a site shall be
considered one building for determining the
number of accessible units required
Section 1213
Habitable rooms, bathrooms, toilet compartments,
halls and utility rooms in handicap units
are required to be accessible by level floors,
ramps or elevators and doorways to such rooms
shall have a clear unobstructed width of
not less than 32 inches Section 1213
Handicap unit toilet rooms shall have
a clear space of not less than 44 inches
on each side of the door Section 511
Handicap unit toilet rooms shall have a 42 inch
wide by 48 inch long clear space in front of
the water closet The door shall not encroach
into this space Section Sll
Common use laundrys, recreation rooms, facilities,
rental offices and any common use restrooms
shall be accessible to the handicapped unless
it is clearly shown they are exclusively
for the use of the tenants (State Architects
Interpretations I
341
342
343
344
345
346
347
348
349
350
351
352
HANDICAPPED ACCESSIBLItTYl HOTELS,
MOTBLS AND DORMITORIES TITLE 24, PART 2
The number of handicap access guestrooms shall
be at least one for each 25 or fraction thereof
up to 100 and one addition for each 40 or
fraction thereof over 100 Section 2-121}
Every entry opening or passage door opening
into any area on accessible levels (not just
handicap accessible guestrooms) shall have a
minimum clear and unobstructed opening of
32 inches with the door open 90
Section 2-1213
All public and common rooms and areas
shall be handicap accessible Section 2-1E13
Recreation facilities shall be accessible
Swimming pool decks shall be accessible ami
an assistive device shall be provided to
assist handicapped persons in gaining entry
into the pool Section 2-1213
When accommodations are provided with kitchen
units at least one and no less than one foi
every 25 of such accommodations shall comply
with Section 2-1213(b)
All bathroom entrance doorways in all uniti
on accessible floors shall have a clear op<ning
width of 32 inches and shall be either sliding
doors or shall be hung to swing in the dir<ction
of egress from the bathroom Section 2-12J13(d)
Handicap access unit bathroom doors shall
have an 18 inch clear space to the side of
the strike edge on the swing side of the
door Section 2-1213(d)
Shower compartments shall conform to the
provisions of Section 2-171KJ)
Section 2-1213(d)
In handicap access units there shall be a
minimum clear space 48 inches parallel by
30 inches perpendicular to the side of bathtubs
Space may include maneurverable space undei
a lavatory
In handicap access units the water closet
shall conform to the provision of Section
5-1502 except for the height requirement
Section 2-1213(d)
In handicap accessible unit bathrooms, grab
bars lavatories and accessories shall conform
to the provisions of subsection 2-1711(b)(:)
Entrance doors to all units shall have lev«r
type hardware, or when the unlatching operation
is key operated large bow keys shall be
provided per Section 2-3303(c)3
See the enclosed general handicap check lint
for other requirements
ENERGY CONSERVATION PLEASE READ
New State Mandated Regulations (California Ad-
ministration Code) became effective June 16, 1983
and requires that the design satisfy one of the
alternative energy packages A B C 0 E 1,
2 3. 4, S 6 or AB 163 The law also requires
that many mandatory conservation items be
satisfied
is in Zone
Copies of the Residential Energy Conservation
Manual may be obtained from Publications
Unit, California Energy Commission 111 Howe
Avenue MS-50 Sacramento California
95825, (Tel (916) 920-6216) California
Building Officials also maintain a telephone
"hotline* between 10 00 A M and Noon and
1 00 P M to 4 00 P M at (916) 456-3823
Show on the title sheet of the plans
the alternative energy package that
was selected le A B, C 0 E 1, 2,
3, 4, 5, 6 or AB 163 to show compliance,
and provide calculations and other data,
appropriate to that selected package
The responsible designer should sign a
statement, on the plan title sheet "The
design submitted substantially conforms
to the Energy Regulations for Residential
Buildings "
Show the "R" value for the walls, floors,
ceiling and related areas
Provide a schedule on the plans showing
thermal mass requirement Specify rooms,
materials, required area and thickness
of materials
Show double glazing as per Energy Design,
on Glazing schedule
Show total glazing areas on the plans
Show on the plan how shading requirements
will be satisfied
Show on the plans details of required
movable insulation Show how the cur-
tains or device will be sealed and
gasketed to provide a dead air space
The plans are not in compliance with the
energy conservation compliance package
selected or design calculations provided
Show on plans conformance as follows
Specify on the Building Plans all of the
mandatory energy conservation requirements
as listed on the enclosure titled "Manda-
tory Energy Conservation Requirements'*
Show the size, type and location of the
space heating (or cooling) system and
provide energy calculations if the out-
put BTU/Hr exceeds 45,000 BTU/Hr out-
put
Outdoor pools and spas with fossil fuel
heaters require pool covers as well as
other energy saving devices such as time
clocks, etc T20-1406
FOUNDATION
Provide a copy of the project soil
report prepared by a California licensed
Civil Engineer The report shall
include foundation design recommendations
based on the engineers findings and
shall comply with UBC Section 2905
Specify on the foundation plan orstructural specifications sheet the
soil classification, the soil expansion
index and the design bearing capacity
of the foundation
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the recommen-
dations in the soil report are properly incorpor-
ated into the plans (When required by the soil report)
The foundation plan does not comply with
the following soil report recommendation(s)for this project
SOILS
J»Provide note* on the foundation plan
Hating the soil* report recommendations
for foundation slab and building pad
preparation
Mote on the foundation plan that:"Prior
to the contractor reque*ting a Building
Department foundation inspection, the
•oil* engineer shall advise the
Building Official in writing thati
a the building pad was prepared
in accordance with the soils
report;
b the utility trenches have been
properly backfilled and compacted
and;
C the foundation excavations forming
and reinforcement comply with the
•oils report and approved plan
Provide spread footings for concentrated
loads designed for 1 000 psf soil bear-
Ing or per bearing value as determined
by an engineer or architect Chapter 29
Show height of all foundation walls
Chapter 23
Show height of retained earth on all
foundation walls Chapter 23
Show distance from foundation to edge
of cut or fill slopes and show slope
and heights of cuts and fill* Chapter 29
Note on the plans that wood shall be
6 inches above finish grade Section
2S16(c)7
Note on plans that surface water will
drain away from building and show drain-
age pattern and key elevations
Section 2905(f)
Distension foundations per Table 29-A
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(TtMC
RkMOXnON*
1
2
3
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10
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12
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24
Note on the plan that hold down anchor*
must be tied in place prior to founda-
tion Inspection
Show adequate footings under all bearing
vails and shear walla Section 2907{d)
Show stepped footings for slope* steeper
than lilO Section 2907(c)
Show minimum 18 inch clearance from grade
to bottom of floor joists and minimum 12
inch clearance to bottom of girders
Section 25lS(c)2
Show pier sixe spacing and depth into
undisturbed soil Table 29-A
Show minimum under floor access of 18 inchcis
by 24 inches Section 2516(c)2
Show minimum under floor ventilation equal
to 1 sq ft for each ISO sq ft of under
floor area Openings shall be as close
to corners as practicable and shall
provide cross ventilation on at least two
approximately opposite sides Section
251S(c)6
Specify that posts embedded in concrete
•hall be pressure treated per UBC Standard
No 2S-12 Section 2516(01
Show foundation sills to be pressure
treated, or equal Section 2516(c)3
Show foundation bolt size and spacing
Section 2907(e)
Specify size ICBO number and manufac-
turer of power driven pins Show edge
and end distance and spacing Section
306(f)
Show size embedment and location of
hold down anchors on foundation plan
Section 2303(b)4
MECHANICAL
All heating,ventilating and cooling systems
and appliances shall comply with the Uniform
Mechanical Code
Show the size location and type of all
heating and cooling appliances or systems
Show source of combustion air for furnace
will comply with Chapter 6, U M C
Every dwelling unit shall be provided with
heating facilities capable of maintaining a
room temperature of 70° F at 3 feet above
the floor in all habitable rooms Show
basis for compliance UBC Sec 1211
Show minimum 30" deep unobstructed work-
ing space in front of furnace
Note on plans, clearances to be per man-
ufacturers listing Sec 704 UMC
Furnace shall not be installed under any
Stairway Sec 704 UMC
Furnace shall not be installed in any
bedroom, bathroom, closet, or in confined
space with access only through such room
unless specified as direct vent appliance,
enclosed furnace or electric heating
appliance Sec 704 UMC
Show ICBO approval for prefab fireplace
and provide approved installation in-
structions at job site
Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches Sec 708 & 709 UMC
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide Sec 708 UMC
Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace Sec 708 UMC
Show details to comply with Section 709
for furnace under the floor. Section 708
for attic furnace, or Section 710 for
roof or outside furnace
Note on plan, gas vents and non-combust-
ible piping passing through three floors
or less shall be effectively draft
stopped at each floor or ceiling UBC
Sec 1706U16
ELECTRICAL
All wiring shall comply with the National
Electrical Code
Note on the plan the amperage of elec-
trical service
Show the location of the electrical
(service equipment as approved by the
serving utility company) Dimension any
cabinet encroachments into side yards
Show all panel and subpanel locations
Provide a single line diagram and load
calculations including
a Wiring method employed
b Sizes of all conductors, switches,
circuit breakers, fuses and conduits
c Approximate length of service feeders
Show location of all electrical recep-
tacles
Electrical receptacle locations and/ar
spacing is not adequate in
Show minimum dwelling lighting (NEC &rt
210-26(a) and GFI's in garage, baths and
outdoors NEC Art 2LO-8U)
Note "UFER" ground to be provided (NEC)
Art 250-81
PLUMBING
All plumbing shall comply with the Uniform
Plumbing Code
Show the utility approved location oE
the gas meter(s) on the site plan
Show water heater size, type and location
on plans
Show method of providing combustion air
to fuel burning water heater Sec 1307
Fuel combustion water heater shall not
be installed in bath or bedroom or in a
closet opening into bath or bedroom
Sec 1309
Provide adequate barrier to protect vrater
heater from vehicle damage Sec 1310
Show T and P valve on water heater and
show route of discharge line to exterior
Sec 1007(e)
Provide dryer vent to outside
1903 UMC Sec
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices Sec 1003
Shower stall shall accommodate 30*
circle and have a minimum floor area of
900 sq in UPC 909(d)
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UN CHECK ADDRESS
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OK 10 HSUt OK T0 FINAL DATt
ENGINEERING LEGAL DESCRIPTION VERIFIED''
PARK IN LIEU
IMPROVEMENTS
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EASEMENTS
DRIVEWAY
ADDITIONAL COMMENTS
ENGINEERING INSPECTION REQUIRED
PUBLIC WRKS INSPECTOR-
FINAL OK DATE
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
CARLSBAD, CA 92008 1989
TELEPHONE
(619)4385523
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FIRE DEPARTMENT
PLAN CHECK REPORT
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PAGE 1 OF
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APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS
PLANS, SPECIFICATIONS, AND PERMITS
Provide one copy of floor plan(s), site plan, sheets
Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project
Provide specifications for the following
Permits are reqwr^oMof-Jhe installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon,
C02, alarms,chydranTs)"Tlan must be approved by the fire department prior to installation
The business owner shall complete a building information letter and return it to the fire department
FIRE PROTECTION SYSTEMS AND EQUIPMENT
The following fire protection systems are required
D Automatic fire sprinklers (Design Criteria )
D Dry Chemical, Halon, CO2 (Location )
D Stand Pipes (Type
D Fire Alarm (Type/Location
Fire Extinguisher Requirements
D One 2A rated ABC extinguisher for each
extinguisher not to exceed 75 feet of travel
D An extinguisher with a minimum rating of
sq ft or portion thereof with a travel distance to the nearest
_ to be located
D Other
8 Additional fire hydrant(s) shall be provided .#
EXITS
_ 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort
.10 A sign stating, " This door to remain unlocked during business hours shall be placed above the mam exit and
doors
.11 EXIT signs (6' x 3A letters) shall be placed over all required exists and directional signs located as necessary to
clearly indicate the location of exit doors
GENERAL
.12 Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code
.13 Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet
in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil
mg is to be done, comply with Uniform Fire Code, Article 81
.14 Additional Requirements
.15 Comply with regulations on attached sheet(s)
Plan Examiner Date-
Report mailed to architect . Met with .Attach to Plans