HomeMy WebLinkAbout1935 CAMINO VIDA ROBLE; ; 87-693; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR
White — Inspector Green — (1] Finance Yellow — Assessor Pink — Applicant Gold — Temporary File
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
JOB
ADDRESS VO2T-35 CAMIMC vlO* rofcUS
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LICENSE NO. Z&\?>t>\ LICENSE NO. /^/^^4^>
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LEGAL DESCRIPTION
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ADDRESS «%c5 -CIW*<TCM no. STC.«OZ
PLAN ID NO. r^'^l / /;/ 0
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VALIDATION AREA
0016 15/22 01G.L G5Mi~.L« I; >..,•!' -0(.'
PRTMATPn Ufil IIATiriW
P. AM r.HPP,K FFF 001-810-00-00-8821x0 7 £"7^"
IF THE APPLICANT TAKES NO ACTION *" *X '
WITHIN 180 DAYS, PLAN CHECK FEES
WILL BE FORFEITED.
CHECK IF SUBMITTED:
Q 2 ENERGY CALCS
n 2 1987 ENERGY CALCS
"-" FOR NON RESIDENTIAL BLDGS
fj 2 STRUCTURAL CALCS
D 2 SOILS REPORTS
[J 2 SELF ADDRESSED ENVELOPES
DATE GIVEN/ DATE
SENT TO APPLICANT
SCHOOL FEE FORM
P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
White - File Yellow - Applicant Pink - Finance Gold - Assessor
FINAL NG INSPECTION
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:
CONTACT TELEPHONE;
87-693 & 380*89
1935 Camlao'vida Robf*
UNIT NUMBER:
DATE:
NUMBER OF UNITS:
PHASE NO.
Larry Lus/.tMi
unk
INSPE
BY:
INSPECTEO
RY-
DATE
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
Rev. t/66 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:.
CONTACT TELEPHONE:.
FINAL BUILDING INSPECTION
RECEIVED APR 2 6 1388
87-693 t 830189
DATE:
1935
UNIT NUMBER:
NUMBER OF UNITS:
PHASE NO.:
t-arry Lusutfdt
unk
INSPECT
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:
CONTACT TELEPHONE:
FINAL BUILDING INSPECTION
I 360189
DATE:
1935 O-^ino Vida fiohl**
UNIT NUMBER:
NUMBER OF UNITS:
PHASE NO.
Lurry Lusaddi
unk
all H*Sf
INSPECTED
BY:
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
Rev. 1/S6 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
dtp of Carte&ab
REQUEST FOR INSPECTION RECORD
INSPECTOR
OWNER
S--/*>-*?
ADDRESS
BUILDING
D FOUNDATION G FOOTING G SLAB
D REINFORCING STEEL
D MASONRY
D GROUT-GUNITE
D FLOOR AND CEILING SUB FRAME
C SHEATHING D ROOF D SHEAR
D FRAME
D EXTERIOR LATH
INSULATK
1ATH OR DRYWALL
FINAL
PLUMBING
D UNDERGROUND PLUMBING
D SEWER AND PL/CO
D TOP OUT PLUMBING
D TUB OR SHOWER PAN
D GAS TEST
D WATER HEATER
D SOLAR WATER
D FINAL
ELECTRICAL
n TEMPORARY SERVICE
D UFFER GROUND
D ELECTRIC UNDERGROUND
D ROUGH ELECTRIC
O POOL BONDING
D ELECTRIC SERVICE
D FINAL
MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
G SOLAR HEAT
n PATIO
n POOL n SPA
n SIGN
D GRADING
D DRIVEWAY
G FINAL
SPECIAL INSTRUCTIONS,
Ready For Inspection: D Monday
D A.M. n P.M.
D Wednesday D Thursday D Friday
\
Date Jurisdiction
Prepared byi
PLAN CHECK NO.
BUILDING ADDRESS \41-1 -
VALUATION AND PLAN CHECK FEE
n Bldg. Dept.
p Esgil
£AMiU£? V/ID/V
APPLICANT/CONTACT UAKRV
BUILDING OCCUPANCY
PHONE NO.
DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION
E*nie6 feuP
a& -
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire SDrlnklers
Total Value
BUILDING AREA
4\4£to
4i^foo
VALUATION
MULTIPLIER
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Building Permit Fee $
Plan Check Fee $
C 0 M ME N TS:g> *^»
SHEET OF
12/87
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
'DATE : '. -
JURISDICTION:
PLAN CHECK NO £""? -
PROJECT ADDRESS;
PROJECT NAME:
SET;^#
V/Q\-
PLAN CHECKER
QFILE COP* '
QUPS
[^DESIGNER
I — |
I _ I
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 are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's 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:
fgp. bv; 116
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted : LAPJK/
Date contacted :
REMARKS :
/ '?"?Telephone #- 4g
By:Enclosures:
ESGIL CORPORATION
CITY OF CARLSBAD
PLAN CHECK NO. 87-693
FEBRUARY 2, 1988
REMAINING COMMENTS FROM THE LIST DATED 1/19/88
203. Provide a letter from the soils engineer confirming that the
foundation plan, grading plans and specifications have been
reviewed and that it has been determined that the recommen-
dations in the soil report are properly incorporated into
the plans. (When required by the soil report).
MECHANICAL/PLUMBING
1. Detail how outside air is to be provided to first floor area
HVAC systems. {note on sheet A-5 calls for all equipment to be on
second roof) This will mean duct shaft from roof to first floor areas?
2. The building official must review use of less tnan 1/4" per
12" slope on drain and waste lines.
ENERGY
1. The incorrect value for effective R-value of cavity/framing
for wall II (spandral glass) was used. Table 3-3 must be
used for 2x4 stud at 16" o.c. and R-ll batts. It shows
R-8.38 (P400-86-010).
2. Show the spandral glass areas on the plans and provide construction
details. Note: if metal studs are used at spandral glass
walls new energy design will be required.
3. The R values used in the SCM input for walls and roof are
too high. The air film resistances, both inside and outside
surface air films are not to be included in wall, roof or
floor R-values input into SCM run.
4. The second floor area not over conditioned floor space is
not shown in the energy design {about 770 square feet).
5. The roof area on the plans is larger than the ground floor
area, but the SCM input shows the roof area is smaller than
the ground floor area. Note: this is only possible with
sloping walls.
6. The curtain wall system shown in Section 5 sheet A-8 is not
shown in the energy design.
7. A complete energy plan review will be made when energy design
matching this building is provided.
CITY OF CARLSBAD
PLAN CHECK NO. 87-693
FEBRUARY 2, 1988
ELECTRICAL
25. Show exit signs on the electrical lighting plans. Note: Power
for exit lights and emergency lighting must conform to the
1985 UBC Sections 3313 and 3314. Provide two circuits.
28. As per city policy all panels and power supply must have minimum
100 amp ampacity.
If you have any questions, please contact Manuel Ainza of Esgil
Corporation at (619) 560-1468. Thank you.
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
DATE:
JURISDICTION:
PLAN CHECK NO:
PROJECT ADDRESS:
PROJECT NAME:
SET:T
-feg £AMIKJg VlPAr
,AN CHECKER
FILE COPYnups
QDESIGNER
D
D
D
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 are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's 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:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted :_l_lL,
REMARKS:
Telephone I
By;A'Enclosures
ESGIL CORPORATION
PLAN CBECX KO.
TO: WfeTIM
4*2,14*
PROJECT MIA
OCCUPANCY, 8/2.
BDXLDIBG USE:
TYPE OF COHSTRDCHOH:
ACTUAL AREA;• 2XJ j 1
IrJ
. O
ALLOWABLE AREA:.
STORIES: ^*
HEIGHT:
^ 4*%>
OCOJPAHT LOAD:
REMARKS:
PLAM OOKKKUIO
Date plans received by jurisdiction;
I" . ^*i — » 7/ •• " wT " /Date plans received by Esgil Corp.; /-<5*-^^L
Date initial plan check completed:
Applicant contact person:
FOREWORD; PLKASK READ
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
disabled. The plan check is based on regulations
enforced by the Building Inspection Department.
You may have other corrections based on laws and
ordinances enforced by the Planning Department,
Engineering Department or other departments.
Present California law mandates that construction
comply with Title 2k and the applicable model code
editions adopted, with or without changes, by the
various state agencies authorized to propose
building regulations for enforcement at the local
level. Code sections cited are based on the
1985 UBC.
The circled items listed need clarification,
modification or change. All items must be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec. 303
(c), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed UP the recheck process, note on this list
for a copy) where each correction item has beeg
addressed, i.e. ]an sheet, specification, etc.
Be sure to enclose tb«»
submit the revised plans.
up when you
MODS: PAGE UMBERS ARE WOT HI 3JUJUUKX AS PAGES HAVING HO HEMS HKKDIBS GQRKBCTIORS WERE
List No. 80, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS
A.
<£>Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123,
(619) 560-1468.
2. Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
B. GERKKAL
Provide the site address and a vicinity sketch
on the Title Sheet.
X 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 plan preparation. Please
include the California license number, seal,
date of license expiration and the date the
plans are signed. Business and Professions
Code.
6..) Indicate on the Title Sheet whether or not a
grading permit is required for this project.
~"v*. Show on the Title Sheet all buildings,
structures, walls, etc. included under this
application. Any portion of the project shownon 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:
Occupancy Group•^•Description of Use
-•Type of Construction
Sprinklers: Yes or No
• Stories
• HeightFloor Area
trustification ~to~exceed--aiittwable--ai&a~in-'$able
-5-Cr~-f±f-appHeable)
-Justification—to—exceed—allowable—height-or
*—atevias^in-Xable-S-D. (if applicable)
Provide a note with the building data legend
stating that yards used for area increases
shall be permanently maintained.
N13.
( 10. \ Provide a note on the plans indicating if any
^+*-S hazardous materials will be stored and/or used
within the building which exceed the
quantities listed in UBC Table 9-A.
C. SHE PIAH
^. Provide a fully dimensioned site plan drawn to
scale. Show north arrow, property lines,
easements, streets, existing and proposed
buildings and structures.
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.
Clearly designate any side yards used to
justify increases in allowable area based on
Section 506.
Show on the site plan all proposed walls,
retaining walls and fences. Specify their
heights on the plans. Provide construction
details if a part of this permit.
Clearly dimension building setbacks from
property lines, street center lines, and from
all adjacent buildings and structures on thesite plan.
Show and dimension on the site plan allbuilding 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.
/" N- - -120.^ Sho
Show dimensioned parking layout including any
required disabled access spaces.
ip Wowfc. tys ^TfFfe,Show the location of any designated flood
plains, open space easements, or other
development restricted areas on the site plan.
/ 21.,J Provide a reference on the site plan to any
*•—T"""1^ details or specifications for required site
/ improvements to comply with the Title 24
/ disabled access requirements.
V- f-
7/29/87
o. uxixsm OH
When two or more buildings are on the same
property, the buildings shall have an assumed
property line between them for the purpose of
determining the required wal 1 and opening
protection and roof cover requirements, per
Section 504 (c). An exception is provided if
the combined area of the buildings is within
the limits specified in Section 505 for a
single building. If this deception is used,
show how the building(s) will comply with
Section 505.
When a new building is to be erected on the
same property as an existing building, the
location of the assumed property line with
relation to the existing building shall be such
that the exterior wall and opening protection
of the exisiting building meet the criteria of
Table 5-A and Part IV. Section 504 (c).
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 504 (c).
Projections over
with Chapter 45.
public property must comply
The exterior walls less than
property line or an assumed
shall be
feet to a
property line,
fire-rated construction. Section
03.
Exterior walls shall have a 30 inch parapet
when less than feet to a property
1 ine or an assumed property 1 ine. The
uppermost 18" of such parapets shall be
noncombustible. (see exception, Section 1709.)
The exterior wall shall have protected openings
(3/4 hour) when closer than feet to a
property line or an assumed property line.
Section 03.
The exterior walls shall have no openings when
closer than ______ feet to a property line or
an assumed property line. Openings include
windows, doors, scuppers, vents, etc.
Section 03.
Eaves over required windows shall be not less
than 30 inches from side and rear property
lines. Section 504 (a).
Combustible projections located where openings
are required to be protected shall 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.
E.
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 wal1 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 50 percent of the total area
of the wall in each story. Section 504 (b).
A covered pedetrian walkway must comply with
the requirements in Section 509.
Exterior exit balconies cannot be located in
an area where openings are required to be
protected. Section 3305 (i).
Exteror stairways shall not project into yards
where protection of openings is required.
Section 3306 (n).
Yards or courts serving as required exits for
10 or more occupants must be at least 10 feet
wide or have walls of one-hour construction
for a height of 10 feet above the court or
yard grade. Openings shall be protected by
fire-assemblies having a rating of not less
than three-fourths-hour. Section 3301 (b)
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 fire-
resistive rated protection as the wall, or as
required for the structural frame for the 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
have to be protected where openings are
required to be protected.
Table 5-A, Section 03.
AREA
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 (a).
As shown, the building(s) is/are over area for
the Type of Construction shown. Table 5-C.
7/29/87
44. The total floor area of a multi-story building
cannot exceed twice the basic area allowed by
Table 5-C after increasing the basic area, per
Section 506.
No single story can exceed the basic area
allowed by Table 5-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. Section 505 (c).
A basement need not be included in the total
allowable area, provided such a basement does
not exceed the area permitted for a one story
building. Section 505 (d).
AREA SKPARAHOB
Two-hour area separation walls may terminate
at the roof sheathing provided that:
?V
\
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-F.R., Ill and IV buildings; and two-hour
in Type II-one-hour, Type II-N and Type V
buildings. Section 505 (e) 1.
Openings in four-hour area separation walls are
required to be protected with three-hour fire-
resistive assemblies, and 1-1/2 hour fire-
assemblies in two-hour area separation walls.
Section 505 (e) 1.
Openings in area separation walls are limited
to 25 percent of the length of the wall in each
story. Section 505 (e).
If area separation walls do not extend to the
outer edge of horizontal projections,
(balconies, roof overhangs, canopies, marquees
and architectural projections) , and the
projecting elements contain concealed spaces,
the wall shall extend through the concealed
spaces to the outer edge of the projecting
elements. The exterior walls, and projecting
elements above, must be of one-hour
construction on each side of the area
separation wall for a distance equal to the
depth of the projecting elements. Halls
supporting the exterior walls must be one-hour.
Openings in the one-hour walls must be
protected with three-fourths-hour assemblies.
Section 505 (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 terminate at roofs of entirely
noncombustible construction.
Section 505 (e) 3.
Where the
elements are
such framing
such framing
than one'
construction
than 5 feet
wall.
roof/ceiling framing
parallel to the walls,
and elements supporting
shall be of not less
•hour fire-resistive
for a width of not less
on each side of the
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.
Openings in the
located within 5
separation wall.
roof shall not be
feet of the area
d. The entire building shall have a
fire retardant roof cover in
accordance with Section 3203 (g).
Section 505 (e) 3.
Area separation walls, which separate portions
of buildings having different heights, may
terminate 30 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 construction 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/ceilng
elements shall be one-hour for the entire
span. In each case, construction supporting
the roof/ceiling shall also be one-hour
construction.
Section 505 (e) 5.
^
No openings in the lower roof are permitted
within 10 feet of the area separation wall if
parapets are not provided. Section 505 (e) 5.
Show the basis for the approved fire-resistive
construction elements for the area separation
wall, parapet, and ceiling assembly if used inlieu 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
'X1, per Gypsum Fire Resistance Design Manual,
Item FC 5406).
7/29/87
Xi
*?•
60\
G.
K-
65.
66.
H.
Parapets of area separation walls shall have
noncombustible faces for the uppermost 18
inches, including count erf lashing and coping
materials .
See the attached article, "Area Separation
Walls Revisited", and incorporate appropriate
data and details on your plans.
Provide complete details of the area separation
vall(s) to show compliance with Section 505 (e)
1-5.
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".
Section 4304 (e).
BUULPIHG
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
403 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 5-D if the building is
sprinklered throughout and the sprinkler system
is not otherwise required by Section 506 (area)
or Section 508 (substitute for one-hour).
Section 507.
Towers, spires and steeples
Section 507, Exception 1.
shall comply with
Where one-hour fire-resistive construction is
required, an approved automatic sprinkler
system, when not otherwise required, may be
substituted for the one-hour construction.
However, the fire sprinkler system shall not
waive or reduce fire-resistive requirements
for: occupancy separation, exterior walls due
to location on property, area separation walls,
shaft enclosures, corridor protection, stair
enclosures, corridor protection, stair
enclosures, exit passageways, type of
construction separation per Section 1701 andatriums constructed in accordance with Section
1715. Section 508.
\
V
Provide details of the one-hour fire-resistive
construction. Include roof/ceiling
assemblies, floor/ceiling assemblies, wall
assemblies, post and beam assemblies, etc.
Detail how one-hour fire-resistive wall
construction is maintained at built-in wall
fixtures and behind mailboxes, fire
extinguisher cabinets, electric panels
exceeding 16 square inches in area, etc.
Section 4304 (e).
Detail and reference ICBO number or other
approval for horizontal fire assembly using
trusses. Section 4303 (b) 6.
Detail how fire-resistive wall and ceiling
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 light 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.
Detail water heater vents located inside fire-
resistive wall construction or within fire-
resistive shafts. Section 1706 (a).
Detail pre-fabricated fireplace flues 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.
Detail column fire protection per Table 43-A
in the UBC and specify column impact
protection in garage areas per Section 4303
(b) 5. 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.
7/29/87
-\
I.
&i.\
Clearly specify mlnitmrni 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 penetrations
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.
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 (a).
Foam plastics shall not be used as interior
finish except as provided in Section 1712.
When walls and ceiling are required to be fire-
resistive or noncofflbustible, the finish
material shall be applied directly against such
fire-resistive or noncombustible construction
or to furring strips not exceeding 1-3/4
inches. The furred space shall be filled with
inorganic or Class I material or fire stopped
not to exceed 8 feet in any direction. Section
4203, 1.
When finish materials are set out or dropped
more than 1-3/4 inches from fire-rated walls or
ceilings the finish material shall be Class I
or sprinklered on both sides or attached to
noncombustible backing or furring strips.
Section 4203, 2.
Hangers and assembly members of dropped
ceilings below a one-hour ceiling assembly
shall be noncombustible materials except in
Types III and V construction, where fire-
retardant treated wood may be used. Section
4203, 2.
All interior wall or ceiling finishes less than1/4 inch thick shall be applied directly
against a noncombustible backing unless it is
in accordance with an approved tested assembly.
Section 4203, 4.
ST. Provide a note on the plans or on the finish
schedule, "Vail and ceiling materials shall
not exceed the flame spread classifications in
UBC Table 42-B."
J. OCCDPA1ICT
-hour
required between
\
occupancy separation is
occupancy and the
occupancy. Table 5-B, Section 503
(d), Tables 43-A, B, C and Chapter 43. (See
exceptions in Section 503)
Administrative and clerical offices and
similar rooms need not be separated from other
occupancies provided they are less than 750
sq. ft., less than 25 percent of the floor
area of the major use and not related to an H-
1 or H-2 occupancy. Section 503 (a).
Provide -hour fire-resistive door
assemblies in the -hour occupancy
separation. Section 503 (c).
A B-l occupancy in the basement or first story
of a building housing a group B, Division 2
occupancy may be classed as a separate
building. The building above may also be
considered a separate and distinct building
for the purpose of area limitation, limitation
of number of stories and type of construction
ONLY if the conditions of Section 702 are met:
a. B-l is Type I construction.
b. B-l/B-2 is 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.
9a, The Type I construction is required to have
\ protected openings when located within 20 feet
from a property line or centerline of a public
way. Section 1803 (b).
^
In Type I construction, no openings are
permitted in exterior walls less than 5 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)
2. Tables 43-A, B, C and Chapter 43.
7/29/87
«v
K
200.
02.
\
Structural members supporting an occupancy
separation must have the same fire-resistive
rating as the separation. Section 503 (b).
No openings are allowed in a four-hour fire-
resistive occupancy separation wall. Section
503 (c).
Openings in a three-hour fire-resistive
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 (c).
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).
A one-hour fire-resistive separation shall be
not less than one-hour fire-resistive
construction. Openings shall be protected by a
one-hour assembly. Section 503 (c).
Occupancy separation wall penetrations must be
either ferrous or copper and fire-stopped.
Steel electrical outlet boxes, not exceeding 16
sq. inches and not exceeding 100 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 electrical equipment enclosed in shafts per
Section 1706.
Clarify that wiring within concealed spaces
complies with the Mechanical Code and UBC
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 shall be
enclosed and shall be separated from the non-
usable space as required for one-hour fire-
resistive construction and the door to the
usable space shall be self-closing, of
noncombustible 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
Manual; U.L., etc.
\
ip7.
Unless the entire building is sprinklered,
storage areas in excess of 1000 sq. ft. (3000
sq. ft. if storage area is sprinklered and not
otherwise required to be) in connection with
sales occupancies shall be separated from
public areas by a one-hour fire-resistive
occupancy separation. Section 702 (b).
ecus
7. In all occupancies, floors above the first
story having 10 or more occupants, shall have
not less than two exits. Section 3303 (a).
In areas where the occupant load exceeds
two exits are required. See
. Table 33-A.
\
Exits should have a minimal separation of one-
half the maximal overall diagonal dimension of
the building 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 or court
the minimum width of the yard or court shall
be 44" and the yard must be unobstructed and
lead to a public way. Section 3311 (b),
Section 3301 (b).
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 (d)
requirements for width, number, and protection
of walls and openings when the occupant load
exceeds 9.
Change in width in a 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).
Basements require two exits.
Section 3303 (a).
7/29/87
*
•
• 116. 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 3303 (b) and
the maximum width required for any story
shall be maintained.
Ii7. No point in the building shall be more than 150
X 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 assemblies or when
equipped with panic hardware. Section 3304
(b).
Exit doors should swing in the direction of
egrees when serving an occupant load of 50 or
more or when serving any hazardous area.
Section 3304 (b). See doors
lio.
^
Exit doors should be openable from the inside
without the use of a key. special knowledge, or
effort. Section 3304(c) [Note that exit doors
serving 10 or less occupants may have a night
latch, dead bolt, or security chain per Title
24 2-3304 (c).]
Exit doors from assembly rooms with 50 or more
occupants shall not be provided with a latch or
lock unless it is panic hardware. Section
3318.
All doors and gates, within the exit path from
an assembly room to a public way, shall not be
provided with latches or locks unless they are
equipped with panic hardware. Section 3318.
Exit doors should be a minimum size of 3 feet
by 6 feet 8 inches with a minimum door swing of
90 degrees. Maximum leaf width is 4 feet.
Section 3304 (e).
The net dimension (clear width) at doorways
should be used in determining exit widths
required by Section 3303 (b). Section 3304
(e). In consideration of door thicknesses,
panic hardware, door swing, etc., the required
exit widths have not been furnished. See door
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. Section
3304 (h).
\Q
iSJ
When a door landing serves an occupant load of
50 or more, doors in any position shall not
reduce the landing dimension to less than one
half its required width. Section 3304 (i).
Door landings shall have a length measured in
the direction of travel of not less than 44
inches. Section 3304 (i).
Doors should not project more than 7 icnhes
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 if the occupant load
exceeds 9 or the exit door serves a hazardous
area. Section 3304 (g).
Ramps required by Table 33-A shall not exceed
1:12; other exit ramps 1:8. Ramps steeper
than 1:15 shall have handrails as required for
stairways. Minimum size landings and landing
clearances must be provided. Section 3307.
STMRHAYS
Stairway width must be at least 44 inches when
serving 50 or more occupants; 36 inches when
less than 50. Section 3306 (b).
Seventy eight inch minimum headroom clearance
for stairways should be indicated on the
plans. Section 3306 (p). Note that this is
from a plane tangent to the stairway tread
nosing.
Stairway handrails should not project more
than 3-1/2 inches into the required width.
Trim and stringers 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. Show 2x@ 16" o.c.
nailers. Section 3306 (m) (n).
Landings should not be reduced in width more
than 7 inches by a door when fully open.
Section 3304 (i).
Stairways from upper levels which extend below
the level from which egress from the building
is provided, shall have an approved barrier to
preclude exiting into such lower levels.
Section 3306 (h) & 3309 (e).
Vertical distances between stairway landings
are limited to 12 feet. Section 3306 (i).
I -30 U.L.
g*/.P.OO
7/29/87
,13»»sAll interior stairways and ramps shall be
enclosed. In other than H-6 and I occupancies
an enclosure is not required if serving only
one adjacent floor and not connected to stairs
or corridors serving other floors. Section
3309 (a).
xft9.
^
Stairway riser must be 4 inches minimum and 7
inches maximum and minimum run shall be 11
inches. Section 3306 (c). See the exception
for private stairways serving less than 10
occupants .
Winding and spiral stairways are permitted only
in residential occupancies. Section 3306 (d).
Wi.Stairways should
Section 3309:
be enclosed as specified in
Two-hour fire-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.
Only exit doors are
exit enclosures.
allowed to open into
c.
f.
Doors should be labeled one and one-half-
hours or one-hour fire assemblies.
Exit enclosures should include a corridor
on the ground floor extending to the
exterior (see exception). 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 continuing 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 smoke-proof enclosure in buildings
over 75 feet in height. A first story as
allowed by Section 702 shall be included in
determining the number of stories when
determining if a stairway to the roof is
required. Section 3306 (o).
!>.Handrails are required on each side of
stairways. Stairways required to be more than
88 inches wide shall have intermediate
handrails. Stairways less than 44 inches wide
may have one handrail if not open on both
sides. Private stairways (1 tenant), 30
inches or less in height, may have one
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, handrail ends shall be
returned or shall terminate in a newel post or
safety terminal. Section 3306 (j). Mote:
Title 24 requires handrails on both sides to
extend 12 inches beyond the top nosing and 12
inches plus the tread width beyound the bottom
nosing where disabled access is required.
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
handrail. Section 3306 (j).
Openings in the exterior wall below or within
10 feet horizontally of an exterior exit
stairway in buildings over two stories shall
be protected by a self-closing assembly having
a three-fourths-hour rating, unless two
separate exterior stairways serve an exterior
exit balcony. Section 3306 (1).
Openings in exterior walls below or within 10
\ feet, measured horizontally, of an exterior
stair shall be protected by self-closing fire
assemblies having a three-fourths-hour fire
when the stair serves a
openings in two or more
See exception above.
protection rating
floor level having
floors below it.
Section 3306 (1).
146. Buildings four or more stories in height shall
\ have a stairway numbering system complying
with Section 3306 (q).
M- CORRIDORS
Corridors and exterior exit balconies serving
10 ore more occupants must be a minimum 44
inches wide and 7 feet high to the lowest
projection. 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 3305 (f).
7/29/87
Corridors serving 30 or more occupants shall
have walls and ceilings of one-hour
construction except:
a. Corridors greater than 30 feet wide when
the occupants have an exit independent
from the corridor.
b. Exterior sides of exterior exit balconies.
c. Corridor walls and ceilings need not be of
fire-resistive construction within office
spaces having an occupant load of 100 or
less then the entire story in which the
space is located is equipped with an
automatic sprinkler system throughout and
smoke detectors are installed within the
corridor in accordance with their listing.
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 smoke detector 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 3305 (h).
Total area of all openings, except doors, in
any portion of an interior corridor, shall not
exceed 25 percent of the area of the corridor
wall of the room which it is separating from
the corridor. Such openings shall be protected
by fixed, approved 1/4 inch thick wired glass
installed in steel frames. Section 3305 (h).
(T$b. Elevators serving more than two stories shall
>. not open into required one-hour exit corridors
unless protected by an approved smoke/draft
control door system. In high rise buildings
refer to Section 1807 (h). Section 3305.
196. Duct penetrations of fire-rated corridor walls
\ and ceilings shall have fire dampers per
\Section 4306 (j).
159. Corridor walls may terminate at the ceiling
^ only if the ceiling is an element of a one-
1*6.
\
One-hour corridors shall not be used as an
integral part of a duct system. This includes
the space above a dropped ceiling within the
one-hour corridor. UMC Section 706 (b).
Provide a complete architectural section of the
corridor, and exterior exit balcony, showing
all fire-resistive materials and details of
construction for all floor, walls, roof and all
penetrations. Section 3305 (g).
j8. Ceilings of combustible materials cannot be
suspended below the one-hour corridor ceiling.
In types III or V construction fire retardant
treated wood may be used. Section 3305 (g).
only if the ceiling
hour fire-resistive
Section 3305 (g).
f loor or roof system.
190. When two exits are required, dead end
\ corridors and exit balconies are limited to 20
feet. Section 3305 (e).
H. EXIT SIGHS
H-Exit signs are required for exits serving an
occupant load exceeding 49. Show all required
exit sign locations. Section 3314 (a).
Show that exits are lighted with at least one
foot candle at floor level. Section 3313 (a).
163. Show that the power supply for exit
\ illumination and exit signs is provided by two
^separate circuits. (Occupant load exceeds 50
in I occupancies, 100 in H occupancies and 300
in all others). Section 3313 (b) 1.
16X. Show separate sources of power for exit
\ illumination and exit signs. (Occupant load
^exceeds 999 in A-l, 500 in A-2/2.1, 750 in
churches, 100 in I's and 500 in B-2
occupancies used for retail sales or offices).
Section 3313 (b) 2.
. The exit sign locations as shown are not
adequate.
O. ELEVATORS
186. Elevators shall be enclosed in a one-hour
\ shaft except in Type I and Type II F.R.
\construction where the elevator shall be in a
two hour shaft. Elevators in other than Group
I occupancies need not be in a rated enclosure
if serving only one adjacent floor. Section
1706.
Every opening into an elevator shaft enclosure
shall be protected by a self-closing fire
assembly having a one-hour fire rating in one-
hour shafts and one and one-half hours in two
hour shafts. Section 1706.
Elevator shafts extending through more than
two floor levels shall be vented to the
outside. The area of vent shall be not less
than 3 1/2% of the shaft area and a minimum of
3 square feet per elevator. Section 5104.
149.
Elevators in high rise
with Section 1807(b).
buildings shall comply
Every elevator lobby or entrance area shall be
provided with an approved smoke detector as
required by Section 5103(1)).
7/29/87 10
\i
1>1. Doors other than the hoistway door and the
\ elevator car door are prohibited at the point
of access to elevator car. Section 5106.
4*2.
•\
'\
Revise the number of elevator cars per hoistway
enclosure to comply with Section 5103(a).
Provide notes, details or specifications to
show the elevator will comply with UBC Sections
5102-5106 and Title 24 Section 2-5102 through
2-5105.
Provide clear inside elevator car dimensions as
required by U.B.C. Section 5103(d) 6 and Title
24 2-5103(m).
a. One elevator in buildings more than three
stories or buildings where disabled access
is required to upper level(s): 6'-8" by
41.311 With a minimum clear opening width of
42".
b. Elevators other than in (a) above serving
an occupant load over 50 shall have a
minimum inside platform of 5 feet 8 inches
wide by 4 feet 6 inches deep. The minimum
clear door width shall be 36 inches.
c. Elevators other than in (a) above serving
less than 50 occupants shall have a minimum
inside platform of 4 feet 6 inches by 4
feet 6 inches and a minimum clear door
width of 2 feet 8 inches.
P. CTASS AMP
Specify on the window schedule the glass type
and thickness to show compliance with Table 54-
A and B.
Glazing, in the same wall plane as a door, must
be safety glazing if within 12" of the door and
less than 60" above the walking surface, unless
the glazing is leaded or faceted glass.
Section 5406 (d) 6.
Glass in excess of 9 sq. ft. with the lowest
edge less the 18 inches above a walking surface
shall be safety glazing or shall have a
horizontal number not less than 1-1/2 inches in
width and located between 24 and 36 inches
above the walking surface. Section 5406 (d) 7.
Q-
178.
180.
A fire-retardant roof covering is required.
See exceptions under Section 3202 (b).
Specify roof pitch.
Roof pitch is not adequate for roof covering
specified. Specify minimum pitch of _____^_
ihl. Specify roof material and application.
\82. Specify 1CBO, UL or other recognized listing
approval number for roof materials not covered
in UBC.
iV
18$.
i
19
Specify roof slope for drainage or design to
support accumulated water. Section 3207 (a).
Show roof drains and overflows. Size drains
per Appendix D of UPC. Section 3207 (a).
Show the legal basis to allow roof drainage to
flow onto the adjacent property.
Draft stop roof/cei1ing area, attics,
mansards, overhangs, false fronts and similar
to limit area to 3,000 sq. ft. or 60 LF (9,000
sq. ft and 100 LF, if sprinklered). Section
2516 (f)-
B-2 and B-4 occupancies with over 50,000 sq.
ft. of undivided area and H occupancies over
15,000 sq. ft. of single floor area shall have
smoke and heat vents per Section 3206.
Provide skylight details to show compliance
with Chapter 34 and Section 5207 or provideICBO or other recognized approval listing.
Provide plastic roof panel details to show
compliance with Section 5206 or provide ICBO
or other recognized approval listing.
Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50 percent of the required vent is at
least 3 feet above eave or cornice vents.
Section 3205 (c).
9\ Provide a minimum 22" xx opening (or 30" x 30" if
attic). Section 3205 (c).
190.
R. frikK
30" attic access
equipment is in
_ Fire sprinklers are required for any story or
\basement when the floor area exceeds 1,500 sq.
ft. and there is not provided at least 20 sq.
ft. of opening entirely above the adjoining
ground in each 50 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).
,94. Fire sprinklers are required at the top of
rubbish and linen chutes and in their terminal
rooms. Chutes extending through three or more
floor shall have additional sprinkler heads
installed within such chutes at alternate
floors. Sprinkler heads shall be accessible
for servicing. Section. 3802 (b).
W4.
7/29/87 11
19
5. Fire sprinklers are required in retail sales
rooms where the floor area exceeds 12,000 sq.
ft. on any floor or 24,000 sq. ft. on all
floors or in B-2 retail sales occupancies more
than three stories in height. Section 3802.
Fire sprinklers are required in H occupancies
when exceeding the areas in Section 3802 (f).
Provide fire sprinklers in drinking and dining
establishments when the total area of
unseparated rooms exceeds 5000 square feet.
Section 3802 (c).
j\8. Provide fire sprinklers
Section 506, 507, 508
jurisdiction ordinance.
or 3802.See also
When serving more than 100 sprinkler heads,
automatic sprinkler systems shall be supervised
by 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. Section
3803.
Provide class standpipes per Section
3807. A first story as allowed by Section 702
shall be included in determining the number of
stories when determining if standpipes are
required. Section 3806.
FUUHIMTIOH
Provide a copy of the project soil report
prepared by a California licensed architect or
civil engineer. The report shall include
foundation design recommendations based on the
engineer's findings ' and shall comply with UBC
Section 2905.
Specify on the foundation plan or structural
specifications sheet the soil classification,
the soils expansion index and the design
bearing capacity of the foundation.
rovide 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
recommendations in the soil report are properly
incorporated into the plans. (When required by
the soil report).
ation plan does not comply with the
following soH~^repor1^_jrecoinmendation(s) for
this project
)5. Provide notes on the foundation plan listing
the soils report recommendations for foundation
slab and building pad preparation.
206. Ifote on the foundation plan that: "Prior to
'the contractor requesting a Building
Department foundation inspection, the soils
engineer shall advise the Building Official in
writing that:
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 soils report
and approved plan".
Provide spread footings for concentrated loads
designed for 1,000 psf soil bearing or per
bearing value as determined by an engineer or
architect. Chapter 29.
Show height
23.
of all foundation walls. Chapter
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 fills. Chapter 29.
Note on the plans that wood shall be 6 inches
above finish grade. Section 2516 (c) 7.
212. Mote on plans that surface water will drain
^—iXaway from building and show drainage pattern
and key elevations. Section 2905 (f).
2ri^. Dimension foundations per Table 29-A.
TULI NO. »*-raUNDJ[nONS POH tlUO MAMM WftLLft-MMUUII
IUOMItWMMttD•*THI
'WWw uMttd cMdkfaM * tat mdUoM *• fawd, foofcfi wd bMdokM duH h
M mfund b SictiaB MOT M
*P* tmiwd wdcr tiw Door may \* aewattd la to drata of to up of UM hatiac.
V IUBHMI i roof tanMiitaiio rtM nihrfmdM<rtiBiuf flomi, ffembilw
*i Mly tbtlt t* M nquind far tufftttimg MM AMK
Note on the plans: "On graded sites, the top
of any exterior foundation shall extend above
the elevations of the street gutter at point
of discharge or the inlet of an approved
drainage device a minimum of 12 inches plus 2
percent." Provide elevations on the site plan
to show compliance. Section 2907 (d) 5.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
V
•4- ' £*£-<£QMMfc<0 0 ft*T\ CHO °?toDltsL T1 -OM
7/29/87 12
,216. Show foundation bolt size and spacing.
Foundation bolt size and spacing for shear
walls must be clearly shown on the foundation
plan. Section 2907 (e).
Specify size, ICBO number and manufacturer 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.
Note on the plans that hold down anchors must
be tied in place prior to foundation
inspection.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (d).
Show stepped footings for slopes steeper than
1:10. 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 2516
(c) 2.
2M.
2^1.
Show pier size, spacing and
undisturbed soil. Table 29- A.
depth into
Show minimum under floor access of 18 inches by
24 inches. Section 2516 (c) 2.
2^5. Show minimum under floor ventilation equal to ax 1 sq. ft. for each 150 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 2516 (c) 6.
226- Specify that posts embedded
be pressure treated per UBC
12. Section 2516 (c) 1.
in concrete shall
Standard NO. 25-
8.
22*9.
MASOHRY
Show veneer support and connections in Seismic
Zones 3 and 4, comply with Section 3002, 4, 5,
6 and Section 2515 (a) regarding ties and #9
wire in horizontal joints.
Show height and construction details of all
masonry walls. Chapter 24.
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
1 ineal foot or the actual design load ,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted .
Section 2312 (j) 3. A.
30.
U.
D.
12
(3.
35.
36.
Provide details for damp proofing the
foundation walls, below finish grade, where
usable space exists on the interior side of
the walls. Section 1707 (d).
Show a minimm 2" air space and flashing
between planter and building walls. Section
2516 (c) 7.
8.
9.
40.
41.
Provide complete structural details on the
plans with cross referencing as needed to show
the structural framing will comply with the
design calculations and building code
requirements .
Provide minimum structural specifications on
the plans to show that all structural
materials will comply with the design
calculations and building code requirements.
Provide a special inspection section on the
plans listing all structural elements
requiring special inspection by U.B.C. Section
306.
Show wall bracing. Every exterior wood stud
wall and main cross partition shall be braced
at each end and at least every 25 feet of
length with 1x4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
Note cross bridging or blocking. Floor joists
and rafters 12" or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held in line. Section 2506 (h).
Show blocking at end and at supports of floorjoists, and for rafters at exterior walls.
Section 2517 (d) 3.
Show solid blocking at ridge line and at
exterior walls on trussed roofs. Section 2506
(h), Section 2517 (h).
Show double joists. Floor joists shall be
doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the
depth of the joists. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
7/29/87
242. Show rafter purlin braces to be not less than
45 degrees to the horizontal. Section 2517 (h)
>3. Show 1/2" minimum clearance between top plate
of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
2^4. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
5. Show nailing will be in compliance with Table
25-Q.
6. Show or note fire stops at the following
locations per Section 2516 (f):
a. in concealed spaces of stud walls and
partitions, including furred spaces, at the
ceiling and floor levels and at 10 foot
intervals along the length of the wall.
b. at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
c. in concealed spaces between stair stringers
at the top and bottom of the run and
between studs along and in line with the
run of stairs if the walls under the stairs
are unfinished; and
d. in openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at ceiling
and floor levels, with noncombustible
materials.
Show stud size and spacing. Maximum allowable
stud heights; bearing wall: 2x4 and 2x6
max. 10'; non-bearing: 2x4 max. 14', 2x6
max. 20'. Table 25-R-3.
Studs supporting two floors, a roof and ceiling
must be3x4or2x6at 16" o.c. Table 25-R-
3.
L.C. Certificate of Compliance forNoe-
glued laminated wood-members shall be given to
the building inspector priof~to-4n&tallation.
Section 306 (f). "—"-—•*.
Detail all post to beam and post to footing
connections and reference the detail to the
plan. Section 2516 (m).
Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
2i7,
!pecif£__-fia41
walls £-~ floor
requiredJnloc
"roof diaphrac
"-Mairttdirt max]
dimension ratios.
Section 4713 (d).
all shear
Indicate
diaphragm
JO and
53. Show 3" x 4" or 2" x 6" studs in first story
of three story building. Table 25-R-3.
. Provide truss details and truss calculations
for this project. Specify on the plans the
truss identification numbers.
255. Provide roof framing plan and floor framing
plan. Section 302 (a) 7.
256. Provide framing sections through
Section 302 (a) 7.
7. Specify all header sizes for opening over 4'
wide. Section 2517 (g) 5.
8. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (a) 7.
259. Ifrmrlrlfi ^Ifflilffltions for lateral loads, shear
panels, shear transfer and ruJrated*~^Section
302 (a) 7.
2o4.
TluT
Show on the plans all structural requirements
developed in the structural calculations.
Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treat wood
is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used. Section 2516
(c) 4.
Specify plywood grade and panel identification
index. Table 25-N.
When roof pitch
ridge as a beam.
is less than 3:12, design
Section 2517 (h).
If foundation cripple wall studs are less than
14" framing shall be solid blocking. Section
2517 (g) 4.
7
7/29/87 14
266. Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories. Section 2S17
(g) *•
2 7. Show plywood sheathing over exposed eaves, or
other weather exposed areas, is exterior grade.
Section 2516 (g) 3.
26J8. Show a weep screed at the foundation plate line
on all exterior stud walls to be stuccoed.
Section 4706 (e).
2(J9, Ridges, hips, and valleys shall be at least one
size larger than supported rafters. Section
2517 (h) 3.
27 >. In open beam construction, provide strap ties
across the beans at the ridge support.
2501 (b).
Section
V.
>Parking garages shall have an unobstructed
headroom clearance of not less than 7'-0" above
the finish floor to any ceiling, beam, pipe or
similar construction. Section 702 (b).
Show light and
customarily used by
Section 605.
ventilation,
people, will
for areas
comply with
27% Provide details of restrooms to show compliance
with Section 510 (b), regarding floors, walls
and showers.
Provide restrooms for each sex if the number of
employees exceeds 4 and both sexes are
employed. Section 705 (B occupancy).
Show unenclosed floor and roof openings, open
and glazed sides of landings and ramps,
balconies or porches more than 30" above grade
or floor, and roofs used for other than service
to the building have 42" minimm height
guardrail, through which a 6" sphere cannot
pass, and designed for 20 Ibs. per lin. ft.
applied horizontally at top rail (50 Ibs. for
exit facilities serving more than 50). Section
1711. Table 23-B.
2S(£. Provide platform and stage construction,
including occupancy separations and roof vents,
as per Chapter 39.
2X7. Pedestrian walkway shall comply with Section
509.
S^8. Provide at least one drinking fountain for each
floor level in Group A occupancies. Section
605.
Show that aisles and seats comply with Sections
3315 and 3316.
Buildings housing Group A Occupancies shall
front directly upon or have access to a public
street not less than 20 feet in width. The
access to the public street shall be a minimum
20-foot-wide right-of-way, unobstructed and
maintained only as access to the public
street. The main entrance to the building
shall be located on a public street or on the
access way. Section 603.
TTTTJt ?Jk HAHDICAPPED ACCESS
281. ./Provide note and details on the plans to show
compliance with the enclosed Handicapped
Access Check List.
bft-roorfl-
X. EHBBSI
282. Provide mechanical plans, plan details,
calculations and completed forms to show
compliance with state regulations for energy
conservation.
283. Provide electrical plans, plan details,
calculations and the completed Form 5. or CF-5
to show compliance with state regulations for
energy conservation.
284. Pedestrian walkways
509.
shall comply with Section
285. Incorporate in the plans or specifications the
attached "Title 24 Mandatory Requirements" and
the "Title 24 Construction Compliance
Statement Requirements".
286. Please see additional corrections, or remarks,
on the following page.
The jurisdiction has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
telephone number of 619/560-1468, to perform
the plan check for your project. If you have
any questions regarding these plan check
items,
please contact
at Esgil Corporation.
Thank you.
Enclosures:
1.
3.
7=^ ttilL OU TVfe
H/NLE,T* fafe grO
07/29/87 15
TITLE 24: DISABLED ACCESS REGULATIONS I NON-RESIDENTIAL CHECK LIST]
' AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION.
ATWALKS AND SIDEWALKS (SEC. 2-3325)> 1. Walkt and sidewalks shall have a conlinuoiu com-mon surface, not interrupted by ttepi or by abrupt
changes In level exceeding V* inch, and shall be a
minimum of 48 inches in width.
2. Surfaces with a slope of less than 6 percent gradient
shall be at least as ilip-reiistant as that described asa medium salted finish.
3. Surfaces with a slope of 6 percent gradient or greater
shall be slip-resistant
4. Surface cross slopes shall not exceed V4 inch per foot.
5. Walks, sidewalks and pedestrian ways shall be free
of gratings whenever possible. For gratings located
in the surface of any of these areas, grid openings
in gratings shall be limited to H inch in the direction
of traffic flow.
6. When the slope in the direction of travel of any walk
exceeds 1 vertical to 20 horizontal it shall comply
with the provisions for Pedestrian Ramps.
7. Abrupt changes in level along any accessible route
shall not exceed V» inch. When changes in level do-
occur, they shall be beveled with a slope no greater
than 1:2 except that level changes not exceeding
W inch may be vertical. When changes in levels
greater than W inch are necessary they shall comply
• with the requirements for curb ramps.
8. Walks shall be provided with a level area not less
than 60 inches by 60 inches at a door or gate thatswings toward the walk, and not less than 48 inches
wide by 44 inches deep at a door or gate that swings
away from the walk. Such walks shall extend 24
Inches to the side of the strike edge of a door or gate
that swings toward the walk.
9. All walks with continuous gradients shall have level
areas at least 5 feet in length at intervals of at leastevery 400 feet.
B. HAZARDS (SEC. 2-33.26)v-—T. Warning curbs. Abrupt changes in level, except •
between a walk or sidewalk and an adjacent street
or driveway, exceeding 4 inches in a vertical dimen-
sion, such as at planters or fountains located in or
adjacent to walks, sidewalks, or other pedestrian
ways, shall be identified by curbs projecting at least
6 inches in height above the walk or sidewalk surface
to warn the blind of a potential drop off. When a
guardrail or handrail is provided, no curb is required
when a guiderail is provided centered 3 inches (plus
or minus one inch) above the surface of the walk orsidewalk; the walk is 5 percent or less gradient or
no adjacent hazard exists.
2. Overhanging Obstructions: Any obstructions that
overhangs a pedestrian's way shall be a minimum of
80 inches above the walking surface as measured
- f—^ from the bottom of the obstruction.
( C/0ARKING (SEC. 2-7102)
^—-*I. The following table establishes the number of handi-capped parking spaces required:
Total Number of Number of Handicapped Parking
Parking Spaces Spaces RequiredI • 40 1
41 - 80 281-120 3121-160 4161-300 5
301-400 6401 • 500 7
^ over 500 1 for each 200 additional spaces
provided
When less than 5 parking spaces are provided, oneshall be 14 feet wide and lined to provide a 9 foot
parking area and a 3 .foot loading and unloading
area.
2. Physically handicapped parking spaces shall be lo-cated as near as practical to a primary entrance. If
only one space is provided, it shall be 14 feet wide
and lined to provide a 9 foot parkins; area and a
5 foot loading and unloading area. When more thanone space is provided in lieu of providing a 14 foot
wide space for each parking space, two spaces canbe provided within a 23 foot wide area lined to
provide a 9 foot parking area on each side of a 5 foot
loading and unloading area in the center. The min-imum length of each puking space shall be 18 feet.
3. In each parking area, a bumper or curb shall be pro-
vided and located to prevent encroachment of cars
over the required width of walk wry «, Also, the space
shall be in located that a handicapped person is not
compelled to wheel or walk behind parked cars other
than their own.
Pedestrian ways which are accessible to the physi-
cally handicapped shall be provided from each tuch
parking space to rcalted facilities, including curb
cuts or ramps as needed. Ramps shall not encroach
Into any parking space.
EXCEPTIONS: 1. Ramps located at the front of
physically handicapped parking spaces may
encroach into the length of such spaces whensuch encroachment does not limit a handicapped
person's capability to leave or enter their vehicle
thus providing equivalent facilitation.
4. Surface slopes of parking spaces for the physically
handicapped, shall not exceed 14 inch per foot in
any direction.
5. Entrance* to and vertical clearances within parking
structures shall have a minimum vertical clearance
of 8 feet 2 inches where required for accessibility
to handicapped parking spaces.
6. Handicap parking identification signs shall be
provided as rsquired by Section 2-710Z(e) in the
following locations:
•. On the pavement within each required perk-
ing spece
b. At the entrance to the parking facility.
D. SANITARY FACILITIES (SEC 2-511)
1. Where separate facilities are provided for non-handi-capped persons of each sex, separate facilities shall
be provided for handicapped persons of each sex
also. Where unisex facilities are provided for non-handicapped persons, such unisex facilities shall be
provided for the handicapped.2. Where sanitary facilities are located on accessible
floors of a building, they shall be made accessible to
the physically handicapped.3. Pastageways leading to sanitary facilities shall have a
clear access width as specified in Chapter 33. All
doorways leading to such sanitary facilities shall
have:a) A clear unobstructed opening width of 32 inches.
b) A level and clear area for a minimum depth of
60 inches in the direction of the door swing as
measured at right angles to the plane of the Joor
in its closed position, and 44 inches where the
door iwingt away from the level and clear area.
4. Multiple accommodation toilet facilities shall have
the following:
a) A clear space measured from the floor to a height
of 27 inches above the floor, within the sanitary
facility room, of sufficient size to inscribe a
circle with a diameter not less than 60 inches, or
a clear space 56 inches by 63 inches in size.
Doors other than the door to the handicapped
toilet compartment in any position may encroach
into this space by not more than 12 inches.
b) A water closet fixture located in a compartmentshall provide a 28 inch wide clear space from a
fixture or a 32-inch wide clear space from a wall
at one side of the water closet and a 48 inch long
clear space in front of the water closet if the
compartment has an end opening door (facing
the water closet). A 60 inch minimum length
clear space shall be provided in a compartment
with the door located at the side. Crab bars shallnot project more than 3 inches into the clear
spaces as specified above.
c) A water closet compartment shall be equipped
with a door that has an automatic closing device,
and shall have a clear unobitructed opening width
of 32 inches when located at the end and 34
inches when located at the side with the door
positioned at an ancle of 90 degrees from its
closed position. Except for door opening widths
and door swings, a dear unobstructed acceu not
less than 44 inches shall be provided to water
closet compartments designed for use by thehandicapped and the space immediately in front
102385
of a water doici compartment dull be not leu
that 44 inches as measured at right angles to com-
4 partment door in its closed position.
5. Single acco«Mdation toilet facilities stall
have the following! There ihall be sufficient
•pace in the toilet roc* for a wheelchair meas-
uring 50 inches vide by 48 Inches long to enter
the roc« end permit the door to cloee. The
water closet shall be located in a apace which
provides a 28 Inch vide clear apace fro* a fix-
ture or e 32 Inch wide clear space fro* a vail
at one aide of the veter eloaet and 48 inches
of clear apace tn front of the wke* eioMt.
6. In an existing building a single accommodation toilet
facility may have the water closet fixture located in
i compartment which provides a dear space of not
less than 36 inches wide by 48 inchci long in front
of the water closet.
7. Crab bars locaicd on each side, or one tide of the
back of the physically handicapped toilet stall or
compartment shall be securely attached 33 inches
above and parallel to the floor. Crab bars at the tide
shall be at lent 42 inches long with the front end
positioned 24 inches in front of the water closet
stool and grab bars at the back shall be not less than
96 inchci long.
The diameter or width of the gripping surfaces of a
grab bar shall be lit inch to Itt inch or the shape
shall provide an equivalent gripping surface. If grab
ban are mounted adjacent to a wall, the space be-
tween the wall and the grab bars shall be 1W inches.
S. A dear floor space 30 inches by 48 inches shall be
provided in front of a lavatory to allow a forward
approach. Such dear floor space shall adjoin or
overlap an accesible route and ihall extend into knee
and toe space underneath the lavatory.
9. Where urinals are provided, at least one shall have a
clear floor space 30 inches by 48 inches in front of
the urinal to allow forward approach.
10. Where facilities for bathing are provided for
the public, clients or employees, including
shower i, bathtubs or lockers, at least one
such facility shall cosply with the handi-
cap access standards in Section 2-5JLl(a)9.
11. 1/4 inch thick identification symbols shall
be provided on doors to sanitary facilities.
A 12 inch triangle for Men and 12 inch dia-
•etar circle for »o«sn is required.
E. WATER CLOSETS (SEC. 5-1502)
1, The height of accessible water closets shall be a min-
imum of 17 inches and a maximum of 19 inches
measured to the top of the toilet seat. Flush controls
shall be operabk by an oscillating handle with amaximum operating force of 3 Ib or by a remote
low voltage button. The handle or button shall be
located so they are operable without requiring
excessive body movement.
r. URINALS (SEC. 5-15.03)
1. Where urinals are provided at least one elongated
rim at a maximum of 17 inches above the floor is
required.
2. Flush controls shall be hand operated, and shall be
mounted no more than 44 inches above the floor.
C. LAVATORIES (SEC. 5-1504)
1. Lavatories shall be mounted with a clearance of at
least 29 inches from the floor to the bottom of the
apron with knee deannce under the front lip ex-
tending a minimum of 30 inches in width with 8
* inches minimum depth at the top. Toe deannce
shall be the same width and shall be a minimum of
17 inches deep from the front of the lavatory.
2. Hot water and drain pipes under lavatories shall be
insulated or otherwise covered. There shall be no
sharp or abrasive surfaces under lavatories.
3. Faucet controls and operating mechanisms shall be
operable with one hand and shall not require tight
grasping, pinching or twisting of the wrist. The force
rrquircd to activate controls shall be no greater than
5 Ib. Lever-operated, push-type and electronically
controlled mechanisms are examples-of acceptable
designs. Self-dosing valves are allowed if the faucet
remains open for at least 10 seconds.
PAGE 2
H. DRINKING FOUNTAINS (SEC 5-1507, 2-511)
1. The drinking fountain shall be a minimum of 18
inches in depth and there shall be clear and unob-structed spaces under the drinking fountain not less
than 27 inches in height and 18 inches in depth, the
depth measurements being taken from the front edge
of the fountain. A tide approach drinking fountain
is not acceptable.
2. The bubbler shall be activated by a control which is
easily operated by a handicapped person such as a
hand-operated lever type control located within
6 inches of the front of the fountain, a push bar
control along the front of the drinking fountain,
etc The bubbler outlet orifice shall be located
within 6 inches of the front of the drinking fountain
and shall be within 36 inches of the floor. The water
stream from the bubbler shall be substantially
parallel to the front edge of the drinking fountain.
9. Where water fountains are provided, they shall be
located completely within alcoves, or otherwise
positioned so as not to encroach into pedestrian
ways.
It HARDWARE (SEC 2-3301, 3304)
All primary entrances to buildings shall be made
accessible to the handicapped.
Hand activated door opening hardware shall be
centered between 30 inches and 44 inches above the
floor. Latching and locking doors that are hand acti-
vated and which are in a path of travel, shall be oper-
able with a single effort by lever type hardware, by
panic bars, push-pull activating bars, or other hard-
ware designed to provide passage without requiring
the ability to grasp the opening hardware. Locked
exit doors shall operate as above in egress direction.
Doors to individual hotel or motel units shall oper-
ate similarly, except that when bolt and unlatching
operation is key operated from corridor or exterior
side of unit door, Urge bow keys (2 inch) full bow or
1U inch (half bow) shall be provided in lieu of lever
type hardware on the corridor side. Separate dead
lock activation on room side of corridor doors in
hotels or motels shall have lever handle or large
thumb turn in an easily reached location.
^tL Width and Heights. 1. Every required exit doorway
shall be of a size as to permit the installation of adoor not less than 3 feet in width and not less than
6 feet, 8 inches in height. When installed in exit
doorways, exit doors shall be capable of opening at
least 90 degrees and shall be so mounted that the
clear width of the cxitway is not less than 32 inches.
4. For hinged doors, the opening width shall be mea-
sured with the door positioned at an angle of 90
degrees from its closed position. At least one of a
pair of doori ihall meet this opening width require-
ment. Revolving doors shall not be used as a required
entrance for the physically handicapped.
5. Maximum effort to operate doors shall not exceed
8J pounds for exterior doors and 5 pounds for
interior doors, such pull or push effort being applied
at right angles to hinged doors and at the center
plane of sliding or folding doors. Compensating
devices or automatic door operators may be utilized
to meet the above standards. When fire doors are
required, the maximum effort to operate the door
may be increased not to exceed 15 pounds.
6. Construction. The bottom 10 inches of all doors
except automatic and sliding shall have a smooth
uninterrupted surface to allow the door to be
opened by a wheelchair footrest without creating a
trap or hazardous condition. Where qarrow frame
doors are used, a 10 inch high smooth panel shall be
installed on the push side of the door, which will
allow the door to be opened by a wheelchair footrest
X. without creating a trap or hazardous condition.
TV Thresholds shall not exceed tt inch in height.
1, Where turnstiles are used a door or gate that is
accessible to the handicapped shall be provided
within 30 feet.
\There shall be- a level clear area on each side
'of an exit or paassos door. Provide 60 inches
clear in the direction of the door swing and
** inches on the aide opposite the door swing
direction. n*asure*ents are to be at right
anglta to the closed door.
102385
PAGE 3
10. The width of the required level area on the tide
into which the door swings Bhe.ll extend 24 inches
peet the strike edge for exterior doore end 18
inches past th« etrike edge for Interior doors.
11. The apace between two consecutive door openings
in a veatibule serving other than a required
exit stairway shall provide e MinlnuM of 48
inches of clear space fro* any door opening Into
the vestibule when the door la open 90*. Doors
into a vestibule shall swing in the sane direc-
tion or they both shall swing may fro* the
vestibule,
J. CORRIDORS AND EXIT BALCONIES ('SEC. 2-3305}
1. Corridors that exceed 200 feet in length shall;
a. Keve a •ininua clear width of 60 inches;
b. Have at a central location, a 60 Inch x
60 inch ajinisua wheelchair turning/passing
apace; or
c. Have at a central location, an intervening
cross corridor (sjinlmus> 44*); or
d. Have at a central location, an openebla
door which provides complying access to an
area adjacent to the corridor.
K. STAinUYS (SCC.- 2-3306)
1. Handrails shall extend a sdnijauaj of 12 inches
beyond the top nosing and 12 inches plus^the
tread width beyond the bottom nosing.
2. The handgtip portion of handrails shall be not
lass than 1-1/4 inches nor sore than 2 inches
in cross-sectional dimension or the shape shall
provide an equivalent gripping surface and shall
have a smooth surface with no sharo camera'.
3. The upper approach and the lower tread of each
interior stsir and every tread of exterior
stain ahall be Mtked by a strip of clearly con-
trasting color, at least 2 inches wide, placed
parallel to, and not more than 1 inch from the
nose of the step or landing to elsct the visually
impaired. (Applies to stairs with 2 or more risers)
4. Open stairways ar* not permitted. Risers shell
be sufficiently solid to prevent the passage of
objects larger than 1/4 inch.
5. Tread surfaces shall be slip-resistant and shall
neve smooth, rounded or chamfered exposed edges.
The lower front edge shall be beveled or rounded.
6. Nosing shell not project sore then 1-1/2 inch
past the face of the riaer below.
PS (SEC 2-3307)
_„ The dope of a ramp shall not exceed 1 in 12.
2. The top landings on a nmp mutt be at least 60
Indict In depth.
5. If a, door swings onto a. top landing the landing depth
thall be not leu than 42 inches plus the width of the
door.
4. The top landing shall have a width not leu than its
depth.
3. The top landing shall extend not lets than 24 inches
beyond the strike side of the door at exterior nmpi
and 18 inches at interior ramps.
6. The bottom landing shall be not leu than 72 inches
deep.
7. Intermediate landings shall be provided at turns and
whenever the change in level exceeds SO inches.
8. Intermediate landings on straight ramps shall have a
depth of not less than 3*-0". Intermediate landings
on rampi lhat turn greater than 30 degrees shall be
not less than 6 feet in depth.
9. Ramps shall be not less than 4 feet wide.
10. Ramps serving a primary entrance for an occupant
load of 300 or more shall be not leu than 5 feet
wide.
11. Handrails shall be placed on each side of each ramp
and shall extend 12 inches beyond the top and
bottom of the ramp.
12' Surfaces of ramps shall be slip resistant.
n. ELEVAIORS (sec. 2-5103}
1. At leeet one elevator ahall have a Minimum in*
aide ear platform of 6 feet 8 inches wide by 4
feet 3 inches deep with a minima* cleer opening
width of 42 Inches in buildings Mr* than threw
stories in height and in all buildings where
elevators are required.
2. Passenger elevators in buildings other than those
required in No. 1 above and serving an occupant
load of aere than 50 shall have a minimum inside
csr plstforn of 5 feet B inches wide by 4 feet 3
inches deep. Doors shall be 3 feet clear aide
elide-type.
}. Passenger elevators In buildings other than those
required in Ma. 1 above end serving an occupant
load of laaa than 50 shall have a minimum inside
csr platform of 4 feet £ inches wide by 4 feet 6
inches deep. The door opening shall be at leaat
2 feet B Inches clesr width.
4. All pssaenger elevators shall have handrail lo-
cated 2 feet 6 inches to 2 feet 10 inches above
the car platform:.
5. Elevator car operation buttons need tfl be with-
in reach of wheelchair users and of a type that
blind or partially sighted persona can identify
aa required by Section 2-S103(ffl)
6. Uheelchair lifta ahall coaply with Sec. 2-5106
H. REFUGE AREAS (SEC. 2-3303 )(FIR£ MARSHAL REGULATED
OCCUPANCIES)
1. Every multi-story building where access is pro-
vided for the physically handicapped shall have
designated (signed) rooms or areas on each floor
to provide safe refuge for the handicapped.
Refuge areas are not required on stories opening
to grade or with rasps to grade or in stories
used only aa service basements or only for park-
ing.
0. TELEPHONES (SEC. 2-511)
1. General. If public telephones are provided, they
•hall comply with Section 2-511(d)
P. ELECTRICAL
1. Electrical receptacles (13, 20 and 30 asp*) shall
be at laaat 12 inches above the floor.
Section 3-210-50(e)
2. Switches and controls for lights, appliances,
cooling, heating and ventilating equipment shell
be not less than 3 feet nor sore than 4 feet
above the floor. Section 3-380-8 (C )
3. fire alan initiating devicea shall be 48 inches
above the floor, ground or sidewalk.
Section 3-760-9.1
Q. SPECIFIC OCCUPANCY REQUIREKHTS
Chapters 2-6 through 2-14 have specific occupancy
requirements for access in addition to the general
requirements listed above. Provide notes and de-
tails to comply with
102385
o
BfERCY CONSERVATION CORKKCTIOHS - LOWRISK OFTlCK MJILDIHCS
fSBOOND CEHERATIOH HONKESPPEHTIAI. STANDARDS
On January 1, 1987, new standards, and a new design manual, went into effect to govern
the energy design for new heated or cooled lowrise office buildings, (i.e. 3 stories or less).
The new standards and design also apply to alterations or additions involving heated or cooled
space in existing lowrise office buildings or existing shell or speculative buildings wherein
heated or cooled office space is being proposed or lighting is being extended to new
conditioned space.
The new standards ("ilk pages) and the new "Designing for Compliance" manual (400+ pages)
contain forms and design instructions that are essential to developing a complying design. To
order the standards and manual you can contact the California Energy Commission, Accounting
Office, 1516 North Street, MS #2, Sacramento, California 9581* (Telephone (916) 324-3014).
Please address the circled items and, vhen resubmitting, provide a copy of this showing
the page, detail, etc. where each circled item has been addressed.
OB-li In new or existing buildings a
Certificate of Compliance (Form CF-1)
must be completed and imprinted on the
plans if HVAC or lighting is being
extended to a new conditioned space.
(1-13 Manual). ...
A Certificate of Compliance (CF-1) is
required to be imprinted on the clans
for shell or speculative buildings where
lighting, HVAC or other improvements
will be made by the tenants.
(Manual 1-13)
Multiple Certificates of Compliance (CF-
1) are required to be imprinted on the
plans for speculative pr shell
buildings, where the final occupancy is
not known at the time of the original
building permit. the multiple CF-1
documents should address the potential
uses, i.e. office, retail sales, etc.,
and should apply the appropriate
standards to the specific occupancies.
(Manual 1-22)
The Certificate of Coopliance (CF-1),
Page 1, must be signed in the lower
right by the j_j censed person who is
attesting that the design complies with
the regulations. (Manual 1-lU)
The upper left corner of the Certificate
of Compliance (CF-1), Pages 1 and 2,
must show the name of the documentation
author, vho need not be a licensed
person. (Manual 1-14)
The owner of the building''oust sign in
the appropriate place on Pag« 2 of
Certificate of Compliance (CF-1),
(Manual 1-14)
The design entities (electrical, etc.),
must sign in the appropriate space on
Page 2 of Certificate of Compliance (CF-
1). (Manual 5-4)
OB-8) Note on the plans, near the imprinted
Certificate of Compliance (CF-1), "A
separate copy of the Certificate of
Compliance (CF-1) has been retained by
the owner and will be made available to
future owners or future tenants."
(Manual 5-U)
OBrlf
Note on the plans, near the imprinted
Certificate of Compliance (CF-1), "At
the time of permit issuance, the
permittee will provide an approved copy
of the Certificate of Compliance (CF-1)
to the jurisdiction", for filing. (UBC
Section 302 (a) 7).
If a Certificate of Compliance (CF-l)
was previously prepared for this entire
building; or for improvements or
alterations In this building, provide a
copy of the approved Certificate of
Compliance (CF-1). (Manual 5-4)
The building is a mixed use building and
a Certificate of Compliance (CF-1) oust
be prepared for each use unless the
subordinate occupancies total less than
1,000 S.F. and are less than 10% of the
total conditioned_floor area.
(Manual 1-22)
OB-12 On CF-1, Line 1, show tha occupancy
type, i.e. lowrise office.
OB-13 On CF-1, Line 2, show the occupancy
group B-2.
08-14 On CF-1, Line 3, show the package
selected, i.e. A, B, C, D, E or
Performance Approach.
OB-15 On CF-1, Line 4, show the conditioned
floor area being addressed by the
documentation.
OB-16 On CF-1, Line 5, show the proposed or
existing total resistance (Rt) for the
roof- If different types of roof,
complete CF-2. Complete a CF-3 if only
one roof type.'
6^-17 On CF-1, Line 6, show the ulninum
allowed total resistance (Rc) for the
roof taken from the package you
selected.
OB-IB On CF-1, Line 7, show the proposed or
existing total resistance (Rt) for
exposed floors or soffits separating
conditioned space from non-conditioned
space, using Form CF-2. Provide a Form
CF-3. (Slab-on-grade floors are not
considered to be floors for this item.)
OB- 19 On CF-1, Line 8, show the minimum
allowed total resistance (Rt) for the
floor taken from the package you
selected.
OB'-20 On CF-1, Line 9, if there are different
types of walls, show the proposed or
existing average total resistance (J^),
using CF-2. If only one wall type, only
CF-3 need be completed.
OB-21 On CF-1, Line 10, complete CF-2 if all
opaque walls and doors have the same
heat capacity, generally a Heat Capacity
less than four. If there are multiple
walls having different heat capacities,
this may be left blank".
-OB-22 On CF-1, Line 11, show the minimum
required total resistance (Rt) for
opaque walls and doors. If multiple
walls, having different Heat Capacities
are proposed, show the area weighted
average using CF-2.
OB-23 On CF-1, Line 12, show the total
exterior wall area for the entire
building or that portion covered by the
new standards. The exterior wall area
should include opaque walls, doors and
windows between the floor and the bottom
of the f loor , or roof , above, that
separate conditioned space from non-
conditioned space. Provide a CF-2.
OB-24 On CF-1, Line 13, show the total glazing
in walls separating conditioned space
from non-conditioned space. Provide a
CF-2.
A
CU
/s
OB-25 On CF-1, Line 1A, show the percent of
exterior wall, between conditioned and
non-conditioned space/ that is glazed,
i.e. Line 13 divided by Line 12 times
100.
OB-26 On CF-1, Line 15, show the average
shading coefficient for all glazing,
supported by a CF-Z. If only one type
of glazing, no calculation is necessary
just enter the shading coefficient for
the glazing.
OB-27 On CF-1, Line 16, enter the allowed
percent of glazing, for the selected
package, based on the average shading
coefficient shown on Line 15. This
entry should be greater than the Line 14
entry.
OB-28 On CF-1, Lines 17 through 21 should be
left blank for lowrlse office
buildings.
OB-29 On CF-l,-Lines 22 through 29,.enter, the
proposed area of skylights and the
allowed area per the package selected.
If more than 8 skylights attach a
separate sheet.
CARLSBAD SPECIAL CODE REQUIREMENTS
Show details for waterproofing masonry walls below
grade where interior finished floors exist (City Policy
No. 80-8).
All new residential buildings, including additions,
require a soils report. Please submit two copies.
An update letter is required if the report is more
than 3 years old.
Parapets are not required when a four-hour wood
wall is constructed to avoid installing a sprinkler
system required only by City Ordinance. If the wall
is also serving as a U.B.C. required separation wall,
parapets are required unless the code specified con-
structions, in-lieu of parapets, is provided.
In other than single family dwellings, wood beams
supporting more than one floor or one roof in a fire-
rated floor ceiling assembly must be individually pro-
tected per NRB-250, or be changed to steel protected
per Table 43-A, or may be fire retardant treated
heavy timber or glu-lam, or the area can be sprinklered
in lieu of the fire rating (Memo 12/6/83).
ln R-3 -occupancy heavy timber framing, minimum 6"xlO" beams
and minimum 8"x8" post, for the structural beam and
column supporting the fire separation -between the garage
and living area above, is acceptable if shown on the
plans. (City policy).
In Type V-lhr we get the 1-hr on the structural beams
and columns supporting the exit system.
8. Note a four inch property line cleanout shall be in-
stalled in a grade level box (City Policy 80-3).
8,. Floor drains must have auto-prime (city policy).
8. A grease interceptor is required. Show details
• complying with City Policy 83-34.
Roof mounted equipment must be screened and roof
penetrations should be minimized (City Policy 80-6).\^. Polybutylene and C.P.C.V. piping for residential
X hot or cold water piping is not permitted (City Policy
Memo 1/26/82) .
REV. 1/14/88 Page 3
N
CARLSBAD
8. Condensate drains must connect to a wet trap as dry
traps are not permitted. (Memo 1/14/83).
8. P. & T. valves cannot drain to an upright sink basin;
they must drain to floor drain, floor sink or to the
outside (Memo 2/2/83).
9. Show fans are duct type; City Policy does not permit
ductless fans.
10,. The use of flexible metal conduit as a grounding
means must comply with City Policy 84-36.
10. Note horizontal feeders in multiple occupancy com-
bustible frame dwellings, except duplexes, shall be
installed underground or outside the building unless
approved by the Building Official (City Policy 84-37).
10. UFER Ground is required (City Policy)
10. Show the ampere rating of the electrical service.
10. Romex is not permitted in industrial buildings.
10. No wiring is permitted on the roof of a building
and wiring on the exterior of a building requires
approval by the Building Official.
10. Type NM and Type NMC may be used in residential con-
struction not exceeding two stories and in three
story residential structures if the Building Official
approves.
10. Provide single line if service exceeds 200 amps.
10. Electrical sub-panels cannot be in concealed
locations .(City Policy 80-10).
10. Condominium units,. either R-l or postage stamp R-3's,
less than 1,000 sq. ft. must have minimum 60 amp
service and those over 1,000 aq. ft. must have minimum
100 amp service (City Policy 83-33).
Provide details of roof drains to show compliance
with City Policy 84-35.
11. All structures require fire retardant roof covering
except the following:'
a) R-3 room additions - unless covers 100% of existing i.e
2nd story add.
b) Re-roofs < 100%
REV.II i/ia/88
Page 4
CARLSBAD
12. 'ctv. Provide an automatic sprinkler system in buildings which are
two or more stories in height and where the floor level of
one or more stories or a basement lies below the lowest
point of vehicular access for fire department apparatus, as
determined by the Fire Chief.
Automatic sprinklers are required for buildings having a
gross floor area of 10,000 sg. ft. or more, except:
automatic sprinkler systems are not required if four hour
area separation walls with no openings or penetrations
therein are used to divide buildings into segments having
less than 10,000 sq. ft. gross floor area. (In residential
construction, the building official may approve a "four
hour" wood wall. See Policy 19A.)
Automatic fire sprinklers required for buildings of 10,000
sq. ft. or more may be also used for other purposes and
benefits as required or permitted by the Uniform Building
Code. Exception: sprinkler systems installed in type V
residential construction in accordance with the Carlsbad
Fire Department Standards for Residential Sprinkler Systems
may not be used for building code substitutions or area
increases allowed by Chapter 5 of the U.B.C; however,
"standard" sprinkler systems installed throughout in R
occupancies will qualify for substitutions and other
benefits allowed by Chapter 5 of the U.B.C.
Four hour area separation walls provided to allow omission
of sprinkler systems (see 12b above) are not required to be
provided with parapets per UBC 505(e) 3 and need not extend
to the outer edges of projecting elements per UBC 505(e) 2.
However, when such four hour walls serve a dual purpose,
i.e., are also used as an area separation wall for building
code purposes, the requirements and provisions of UBC 505(e)
1 through 5, are applicable, and can be based upon the
hourly rating required for building code purposes rather
than the four hour area separation wall requirements (would
apply to a four hour wall required per Carlsbad ordinance,
but only needs to be two-hour per UBC requirements).
An automatic sprinkler system shall be installed in Group A
Occupancies which have more than 10,000 sq. ft. of floor
area which can be used for exhibition of display purposes.
An automatic sprinkler system shall be installed in retail
sales rooms classed as Group B, Division 2 Occupancies where
the floor area exceeds 10,000 sq. ft. on any floor or 10,000
sq. ft. on all floors or in Group B, Division 2 retail sales
occupancies more than 3 stories in height.
When serving more than 20 sprinklers, automatic sprinkler
systems shall be supervised by an approved central,
proprietary, or remote station service, or a local alarm
which will give an audible signal at a constantly attended
location.
REV. Ill 1/14/88
Page 5
CARLSBAD
_— 14. New residential units must be pre-plumbed for future solar water
heating. Note "two roof jacks must be installed" where the water
heater is in the one story garage and directly below the most
south facing roof (City Ordinance No. 8093).
14. Note "two 3/4" copper pipes must be installed to the most
convenient future solar panel location when the water heater is
not in a one story garage and is not directly below the most
south facing roof. (City Ordinance No. 8093).
14. All piping for present or future solar water heating must be
insulated when in areas that are not heated or cooled by
mechanical means (City Policy).
16. Check with Carlsbad if you are going to use a San Diego
Newsletter item. Carlsbad approves some but not all of the
newsletters.
17. The Building Official is very sensitive to the need, for
restaurants and assembly areas, in new or existing buildings, to
have handicapped type restrooms.
14. The Fire Department has ruled, and Marty has concurred that a
planned unit development, with property lines between (R-3) must
conform to the 10,000 sg. ft. sprinkler ordinance, even though
these individual units have two - one hour walls on each side.
18. City requests that we do not approve plans that do not contain
stamped truss design plans. If a P.R. problem develops or
applicant wants appeal, refer them to Tony Mata, Carlsbad
Building Department.
18. Buildings of Type I-F.R., II, III, IV and V construction having
floors used for human occupancy located more than 35 feet, but
less than 55 feet above the lowest level of fire department
vehicle access, shall comply with the requirements of Section
1807, except Sections 1807(c)2, 1807(e)l, 1807(f)4, 1807(f)8,
1807(h), 1807(1), 1807(j), 1807(k) and 1807(1). There is no
alternate to sprinklers by using compartmentation.
18. Group B, Division 2 office buildings and Group R, Division 1
occupancies, where floor used for human occupancy are located
more than 55 feet above the lowest level of fire department
vehicle access, shall comply with the provisions of Section 1807.
There is no alternate to sprinklers by using compartmentation.
REV. Ill 1/14/88
Page 6
JURISDICTION:
ELECTRICAL PLAN CORRECTION SHEET
HATE:/ — I'7
PLAN CHECK HWKgR:O /~ 6s / -5
01. J Submit complete electrical plans and
specifications.
2. Submit plan shoving location of all
services.
3. Submit complete one-line diagram of
service and feeders.
4. Indicate the grounding system to be
installed for building service.
5. Indicate ampere interrupting capacities
(AIC) of service and subservice
equipment. NEC 230-65/110-9.
6. Indicate sizes of fuses and/or circuit
breakers.
7. Indicate fuse symbols to show fault
currents are limited to 10,000 amps on
branch circuits.
8. If fuses are not used to limit fault
currents on branch circuits to 10,000
amps, specify method to be used.
9. Submit plan showing location of all
switchboards.
10. Indicate dimension of switchboards and
control panels rated 1200 amperes or
more. HEC 110-16(c).
11. Submit plan showing location of all
transformers.
12. Indicate the grounding system to be
installed for transformers. NEC 250-
26(c).
_^VOLLIE WAGGONER
FLAN CHECKER: £] OWEN DILLON
13. Provide overcurrent protection on the
secondary side of transformers. NEC 240-
21/384-16(d).
14. Submit plan showing location of all
panels.
15. Submit panels schedules.
16. Specify conduit and wire sizes.
17. Specify aluminum or copper conductors and
type of insulation.
18. Show approximate length of feeders.
19. Specify electrode conductor size and type
wire, (aluminum or copper)
20. Submit electrical load calculations.
21. Indicate existing service size.
22. Indicate existing building load.
23. Indicate new additional loads.
24. Indicate wiring method.
25. Show exit signs on the electrical
lighting plan. Note: Power for exit
lights and emergency lighting must
conform to the 1985 UBC Sections 3313 and
3314.
26. Provide receptacle(s) within 25' of the
roof mounted A/C units. UMC Section 509.
27. Provide multiple switch lighting controls
per CAC, Title 24, 2-5319.
Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619)
560-1468. Thank you.
08/31/87
Jurisdiction
Prepared byi
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept,
D Esgil
PLAN CHECK NO. .81
BUILDING ADDRESS _
APPLICANT/CONTACT ,
BUILDING OCCUPANCY
PHONE
DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION
Air Conditioning
Commercial
Residential
Res. or Conun.
Fire Sprinklers
Total Value
BUILDING AREA
%**-
VALUATION
MULTIPLIER
VALUE
Building Permit Fee t ^ I 4 & K. 2. + IS^.SO
Plan Check
SHEET OF
12/8
C\
ESGIL CORPORATION
0320 CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO, CA 92123
(6X9) 56O-1468
DATE:
JURISDICTION:
PLAN CHECK NO:&1 -SET:
PROJECT ADDRESS:
PROJECT NAME:
- V? <£AMlU<S? V/IDV
ERQFILE COPYQUPS
nDESIGNER
D 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 Q KJ "TH2. ft>TW>teP uyr"are resolved and
D
D
D
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's 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:
[I Esgil staff did not advise the applicant contact person that
— plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS:
Telephone #
By:Enclosures:
ESGIL CORPORATION
r' CITY OF CARLSBAD
PLAN CHECK NO. 87-693
JANUARY 5, 1981
REMAINING COMMENTS TO BE RESOLVED B>^THE BUILDING OFFICIAL
MECHANICAL/PLUMBING
2. The building official must review usje of less than 1/4" per 12"
slope on drain and waste linesv—*7fT ^
If you have any questions, please contact Manuel Ainza of Esgil
Corporation at (619) 560-1468. Thank you.
(\
0)
a
CO
<u
H
CO
•oVs
a
Date: /--#-
ENGINEERING CHECKLIST
LEGEND
Plan Check No.
Project Address \/92?-J?3£ fa
Project Name: Qff-tt£
Field Check Date:1,2,3
By:
Item Complete
Item Incomplete - Needs
Your Action
Numbe r in circle
indicates plancheck
number that deficiency
was identified
LEGAL REQUIREMENTS
Site Plan
1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes, driveway and percent (%) grade and drainage
patterns.
3. Provide legal description of property.
U. Provide assessor's parcel number.
D
PERMITS REQUIRED
Grading
5 Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
Grading plans in plan check PE .6
7. Need the following completed prior to building permit issuance:
A. Grading plans signed.
B. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
8. Riqht-of-Wav Permit required for work in public right-of-way
(e.g., (driveway approac^^sidewalk, connection to water main,
etc).
9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
FEES REQUIRED
10. Park-in-Lieu fees required.
Quadrant: , Fee Per Unit:
11. Traffic impact fee required.
Fee Per Unit: — , Total
12 ^Bridge and Thoroughfare fee required.
Fee Per Unit: , Total
, Total Fee
13. Public facilities fee required.
(5D rp ,.—•14. Facilities management fee required. Fee: /k>,S&O .
15. Additional EDO's required: 23,0
Sewer connection fee:ff^3,QCO
16. Sewer lateral required:
Sewer permit no.
O.K. to iss //&/&&>
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
m
™>
CQ
•o
.£
<utt
2CQ
•o
.2
tt
m
u u uQ. D. CL
n
PLANNING CHECKLIST
Address 1927-
3JJ&L.
Plan Check No. 87~<B93
Type of Project and Use
Zone P-M. Use Allowed? YES
Setback: Front Qf^ Side Qj^. Rear
Facilities Management Zone >£
Encinitas _
X San Marcos
YES )( NO
YES K. NO
NO
CftHMo V/pfi /&8t
NO
School District:San Dieguito
Carlsbad
Discretionary Action Required
Environmental Required
Landscape Plan Required
Comments
YES A
Coastal Permit Required YES NO
Additional Comments PJP G7-/3 My ^QM^T&P
Type
OK TO IS DATE
2560 ORION WAY
CARLSBAD, CA 92008
TELEPHONE
(619) 931-2121
OWNER
OCCUPANCY
City of CarUAab
FIRE DEPARTMENT
PLAN CHECK REPORT
ADDRESS
Cv£DWss (V/V
CONST. _ZZ.TOTAL SQ. FT.
^SSPRINKLERED D TENANT IMP.
PAGE 1 OF
APPROVED
DISAPPROVED
. PHONE
_ PHONE
STORIES
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 required for the installation of all fire protection systems (6£rinklers*stand pipes, dry chemical, halon,
COa, alarms, hydrants). Plan must be approved by the fire depart men tpHbTtolnsta Nation.
The business owner shall complete a building Information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
6. The following fire protection systems are required; ->, /—
^E Automatic fire sprinklers (Design Criteria: i 5 0 /!•> OOO
D Dry Chemical, Halon, COi (Location: /
Stand Pipes (Type:
7.
f 10.
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
Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort.
A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and
doors
EXIT signs (6" x W letters) shall be placed over all required exits and directional signs located as necessary to
clearly indicate the location of exit doors.
GENERAL
Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code.
Buildlng(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-
ing is to be done, comply with Uniform Fire Code, Article 81.
Additional Requirements.C
rvf
-/ £ tL n 14 P
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.15. Comply with regulations on attached sheet(s).
<
Plan Examiner.
Report mailed to architect Met with
Date.
\.Attach to Plans
RPS
February 29, 1988
Building Department
CITY OF CARLSBAD
Carlsbad, California
Re: 1935 Camino Vida Roble, Carlsbad, CA 92008
Gentlemen:
I request exemption from Title 24 requirements for personal
toilet facilities to be located adjacent to, and part of
the President's offices on the second floor of the building
at the above captioried address.
I am the building owner and President of Real Property
Services and do not need my private toilet facilities
equipped for handicapped use*
/•"•-• - _ -
v The toilet facilities on the first and second floors are
all. equipped for handicapped in accordance with and in
compliance with Title 24. . -
Allan S. Bird
ite toilet room for the owner of the building does not
be accessible for the handicapped. Section 19955 of
the/Health and Safety Code which refers to "public clients or
eorpioyees"
CARTER DARNELL, PLANCHECKER 3/22/88
Real PtopeMy Services Co;[>.
663^ Valjea" A.\en\je
Van Nuys. CA 9U&6
6iS'902-10G1 . Tfcie^a* 618'785-9322
i 53 IP:ftUSTINHftNSEN FEHUW TEL NQ: 619-458-1160 P01
U S T IN
H N S E N
F F H I M A N
- g R Q UP -
LAND PLANNINGURBAN DESIGN
IANDSCAPE
ARCHITECTURE
ENGINEERING
PROJECT:
TO:
FIRM;
PHONE:
FROM:
TELECOPY TRANSniTTAL
TOTAL NUMBER OF PAGES INCLUDING THIS COVER
MESSAGE:
V DOUGLAS AUSTIN, AW
DONALD HANSEMAIA
.MARK FEHLMAN, AtA
RANDY BOBBINS, A1A
% RANDlCOOPCWM(TH
ASSOCIATES;
DON PfiNMNGTON, AIA
BILL CARPENTEJR
£, 9605 SCRANTON RO.
SUITE 202
ffi SAN DIEGO. CAW«1
SHOULD VOU HAVE ANY QUESTIONS/PROBLEMS WITH THIS TRANSMITTAL
PLEASE CONTACT «iJlVU[X"'~/[MM AT (619) 458-1361.
seal
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MOORE St TA B E R GEOTECHNICAL ENGINEERS AND SEOLOGISTS
453O EAST LA PALMA AVENUE • ANAHEIM, CALIFORNIA 92&O7
JAN 2 5 1988
ADDITIONAL OFFICES "UUIJft ftHIWttl rtlW.WtniW UHV -•
SAN DIEGO I
BAKERSFIELD
January 22, 1988
Job No. 688-202
Real Properties Services Corporation
c/o Austin Hansen Fehlman Group
9605 Scranton Road
Suite 202
San Diego, California 92121
Attention: Mr. Larry Pappas
PROPOSED OFFICE BUILDING
LOT 4 - CARLSBAD TRACT 81-46
CARLSBAD, CALIFORNIA
We have studies the architectural and structural plans prepared by
Austin Hansen Fehlman Group dated January 15, 1988 from a geotech-
nical point of view. Moore & Taber performed the geotechnical
observation and testing in the tract during the rough grading
operations and the work was described in our Report of
Geotechnical Services dated February 25, 1987 (Job No. 285-256).
Based on the review, the plans are approved from a geotechnical
point of view provided that the exterior footings are a minimum of
24 inches below the lowest adjacent finished grade. The fine
grading for the lot and the footing excavations should be observed
and where necessary tested by the soils engineer prior to final
approval of the foundation placement. The lot is essentially
level and only fine grading should be required. During the fine
grading process, consideration should be given to increase the
moisture content to near the 140 percent of optimum as recommended
in the referenced soils report.
MOORE X TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS
Real Properties Services Corporation
c/o Austin Hansen Fehlman Group
Attention: Mr. Larry Pappas
Page 2
This report has been prepared in accordance with generally
accepted geotechnical practices and makes no other warranties,
either express or implied, as to the professional advice or data
included.
MOORE & TABER
(/Dugald R. Campbell
Registered Civil Engineer 18723
(expires June 30, 1989)
bh
Attachments: None
Distribution: (4) Addressee
Job No. 688-202 - January 22, 1988