HomeMy WebLinkAbout2861 CACATUA ST; ; 86-612; PermitDECLARATIONS LENDER m WORKER'S COMPENSATION OWNER/DUlLDER CONTRACTOR I II q.3 =m rn rn E r 9 0 9 r T rn n -I (D (D C 5 - rn D 1 ? 2 c U 7 t r " -
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White - Inspector Green - (1) Finance Yellow - Assessor Pink - Applicant Gold - Temporary File
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Address
Clty I ZIP I Tel.
State LIC s cibssll Lk. NO.
PLAN ID NO.
CONTACT PERSON h%
ARDRESS /22&q C;J~fl=a atP&HrJx
Signature of Applicant
1
J MISCELLANEOUS FEE RECEIPT
0 VALUATION d,ss”B,7s I n 1 1
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City of Carlsbad .< MISCELLANEOUS
1200 ELM, CARLSBAD, CA 92008** TEL. (619) 438595 RECEIPT
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‘WARNING: PLAN CHECK FEES, WHERE NO ACilON 13 TAKEN By THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT tS ‘ISSUED. ARE
FORFEITED TO THE CITY
COMMENTS: 1
DATE WEATHER 2- 22-67 FIELD REPORT PROJECT NO.
,-. .I .- -.. -
PERIOWWEL ON 6ITE
SUMMARY OF OBSERVATIONS AND/OR DISCUSSIONS:
RECOMMENDATIONS:
/-/
I I I I I I 9- I r ,
ma TERRA ORA- 2am2 KRALTA DRIVE wm 107 ' / IUltE 20s
6AN MEW. CA. 02126 LAOVWA HILL6, CA. 82665
ESGIL CORPORATION * 9320 CHESAPEAKE DR., SUITE 208
SAX DIEGO, CA 92123
(6 19) 560- I468
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 shoult! be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The 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: k&--%?k ~YF?I!!IA 0 .
ESGIL CORPORATION 1) - 25-66
ESGIL CORPOMTION * 9520 CHESAPEAKE DR.. SUITE 208
SAN DIEGO. CA 92123
(610) 560-1468
DATE : // -/4--&
PLAN CHECK NO: '86- 612 1:
JURISDICTION: CITY OF CARLSBAD
PROJECT ADDRESS: 2861 CACA~UA 5~-
PROJECT NAME: sqFP AP.Di770k)
0 PLAN CHECKER
FILE COPY
DESIGNER
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 the jurisdiction's copy 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.
Esgil staff did not advise the appiicant contact person that plan check has been completed.
Esgil staff did advise applicant that the plan check has been completed. Person contacted: A-/&?Z LYEKWfid
Date contacted: Telephone #56/-Bd@?
REMARKS :
ENCL : BY: 5YzD t)LEE-n/l
ESGIL CORPORATION
Date plans received by jurisdiction:
Ii-07-86
Date plans received by Esgil Corporation:
//- 7-0L
Carlsbad List 10,
1
3/25/86
Date initial plan check completed:
Applicant contact person:
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
regulating energy conservation, .noise
attenuation and access for the handicapped.
The plan check is based on regulations enforced
by the Building Inspection Department. 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
residential constnxtion comply with Title 24
and the following model codes:
1982 UBC (aff. 7/1/85)
1982 UPC (eff. 10/1/85)
1984 NEC (df. 10/1/85)
1982 Urn: (eff. 3/1/85)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance. /
The circled items need clarification,
modification or change. All items have to be
satisfied before the plans will be in
conformance with the cited codes and
regulations.
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
To srmed UD the recheck Drocess. note on this
list (or a CODY) where each correction item has
been addressed i.e.. ~lan sheet. swcificatio-
etc.
when YOU suknit the revised ~lan~.
Per Sec. 303 (c), 1982 Uniform
5
Be sure to enclose the marked UD list
mx lrrr m spoaara AS P~EAVIIG rn mmrm camcmns
Single Family Dwelling and Duplex With All Supplements
.
A. RUB
@ Please all corrections on the original
tracings and suknit 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.
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:
'Be jurisdiction's building department.
@ Indicate on the Title Sheet of the plans,
the name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302 (a) 7.
,& Plans, specifications and calculations shall
be signed by a California state licensed
enginear or architect. (California Business and
Professions Code).
@ Specify on the Title Sheet of the plans the
gross floor area of each element of this project
including dwelling, garage, carport, patio, deck
and balcony. Section 302 (c).
-
@ Provide a statement on the Title Sheet of
Title 24 and 1982 UBC, UMC, and UPC and 1984
NEC.
the plans that this project shall comply with
/.i Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes and approximate finish floor
elevations for all stmctures and show
elevations at all lot corners.
Section 302 (c).
d Indicate distance from center line of street
or alley to property line and distance from
property lines to proposed building.
Section 302 (c).
B. FlRSmm
9( walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on MY floor.
(Table 5. A. Section 1709 (a)).
)8' Projections, including eaves, may not
extend more than 12 inches into the 3 foot
setback from the property line.
required windows shall be not less than 30
inches from the side and rear property lines.
Section 1710 and Section 504 (a) and (b).
)d Plastic skylights shall not be installed
within 8' of an exterior wall located where
openings in such exterior wall are prohibited or
required to be protected.
Section 5207 (a) 7.
Eaves over
Projections, including eaves, shall be
one-hour fire-resistive construction, heavy
timber or of noncombustible material if they
project into the 3' setback area from the
property line. Section 1710.
9 etector, centrally located in corridor leading
Show location of permanently wired smoke
to sleeping rooms or above stair if sleeping
rooms are on upper level. Section 1210.
Jd A smke detector shall be installed in the
basement of dwelling units having a stairway
which opens from the basement into the dwelling.
Such detector shall be connected to a sounding
device or other detector to provide an alarm
which will be audible in the sleeping area.
Section 1210.
2
3/25/86
#. contain at least 70 square feet of floor area.
Section 1207 (b).
)k Window area anast be at least 1/10 of the
floor area and a mininum of 10 square feet per
Section 1205 (a). Appears to be deficient in
Habitable rooms, other than kitchens, shall
;.f: Openable window area in habitable rooms
must be 1/20 of the floor area and a minirrmm of
5 square feet. In bathrooms, laundry rooms and
miniwn is 1.5 sq. ft. (Section 1205 (a)).
similar rooms 1/20 of area is required end-
Jd open and have an Openirrg not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room.
At least 112 of the compon wall must be
Section 1205 (a).
pd Required windows shall not open into a
roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
pf Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a).
#. No habitable room, other than a kitchen,
shall be less than 7'0" in any dimension.
Section 1207 (c) .
d. rooms is a minimrrm of 7'6".
Show that ceiling height for habitable
Section 1207 (a).
$ Dimension on the plans, the 30" clear width
for water closet compartments and 24" clearance
in front of water closet.
Section 511 (a).
Specify safety glazing for glazing in E dous locations such as glass doors, glazing
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406. wp F~QCH mps.
pf 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 waUdng surface,
unless the glazing is leaded on faceted glass.
Section 5406 (d) 7.
fl. be tempered, lamihated or approved plastic
(including windows within 5 feet of tub or
shower floor).
Glazing in shower and tub enclosures shall
Section 5406 (d) 5.
@ Sleeping rooms shall have a window or
exterior door for emergency exit.
shall not exceed Ut' above the floor. The
window must have an openable area of at least
5.7 square feet with the minimrrm openable width
20" and the mininnm~ openable height 24".
Section 1204.
Sill height
JX may not have a floor area exceeding 33 113
percent of the total floor area in the room
below.
height of 7 feet, above and below, and must have
the long side open to the room below except for
posts and protective walls or railings not
exceeding 42" in height.
A mezzanine is an intermediate floor and
The mezzanine floor must have a clear
Section 1716.
Ihe loft you show does not comply as a
zzanine floor and is, by Uniform Building Code
definition, a story. Section 1716.
g. Show ceiling height for laundry rooms,
hallways, corridors, and bathmoms is a minimum
of 7'0". Section 1207 (a).
3
3/25/06
jd Spiral stairways must have a clear walking
space of 26 inches between the colrma and
handrail, show dimension. Section 3306 (f).
&. for metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication shall be done under special
inspection per the approved fabrication plans.
Section 306 (a) 4B and Section 306 (f).
)d In buildings over 2 stories in height,
provide 3/4 hour fire-rated assemblies for all
openings in the extarior wall below or within 10
feet horizontally of an exterior stairway. An
exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
Provide I.C.B.O. Research Report and Number
Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (n).
jd me walls and soffits of the enclosed
usable space under interior stairs shall be
protected on the enclosed side as required for
one-hour fire-resistive construction.
Section 3306 (m).
E. w#1BI1IG
M.
specified.
Roof slope is not adequate for roof type
Table 32-B; Section 3203 (h).
sd: specify roof material and application.
Chapter 32.
# specify I.C.B.O. or U.L. approval number
for roof materials not covered in U.B.C., e.g.,
title, etc., Section 107.
,d me maxirmnn slope for a fire retardant
built-up roof, with rock or gravel surfacing, is
3 inches in 12 inches, Section 3203 (e) 2.
# The minirmrm slope for a fire retardant
built-up roof, with cap sheet surfacing, is 112
inch in 12 inches. Section 3203 (e) 3.
9. Specify rninhm 114 inch per foot rWf
slope for drainage or design to support.
accumulated water.
2305 (f) and Section 2511 (d) 6.
Section 3207 (a), Section
,d. Show roof drains and overflows.
Section 3207.
$ Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.O.
approval mber.
fl Plastic skylight must be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
@ sow attic ventilation. w vent area
is 1ilso of attic area or 1/3M) of attic area if
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents.
required area and area provided.
Section 3205 (c).
Show
!jd Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37.
pd 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 or show
constmction to be per attached sheets
30-1 or 30-2.
v/ The soils report recommends excavations be
reviewed by soils engineer. Note on the
foundation plan that Trior to the Contractor
requesting a Building Department Foundation
Inspection, the soils engineer shall advise the
building official in writing that:
the building pad was prepared in
accordance with the soils report;
the utility trenches have been
properly backfilled and compacted,
and;
the foundation excavations, forming8
and reinforcemints comply with the
soils report and approved plantt.
Show height of all foundation walls.
Chapter 23.
Jd foundation walls. Chapter 23.
@. If cut or fill slopes exist, show distance
of foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Show height of retained earth on all
pf. Note on plans that wood shall be 6" - minimum above finish grade.
Section 2516 (c) 7. a Note on plans that surface water will drain
away from building and show drainage pattern and
key elevations. Section 2905 (f).
#. Dimension foundation per U.B.C. Table 29A:
- Floors
Smarted* Stemwali Width Dema
1 6" 12" 12"
2 8" 15" 18"
3 10" 18" 24"
# Show foundation sills to be pressure
treated, or equal.
af Show foundation bolt size and spacing.
Section 2907 (e).
Section 2516 (c) 3.
y. Specify size, I.C.B.O. number and
manufacturer of power driven pins.
and end distance and spacing.
Section 306 (f).
Show edge
,8f. If required by structural calculations,
show size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f).
pd If hold downs are required by calculations,
note on plan that hold down anchors must be tied
in place prior to foundation inspection.
Section 305 (e) 2.
p walls and shear walls.
Show adequate footings under all bearing
Section 2907 (b).
,9d Show on the elevations, stepped footings
for slopes steeper than 1:lO.
Section 2907 (c).
Show minimum 18" clearance from grade to
bottom of floor joists and minirmrm 12"
clearance to bottom of girders.
Section 2516 (c) .
fl Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
# Show minimum underfloor access of 18" x
24". Section 2516 (c) .
9d Show minimum underfloor ventilation equal
to 1 sq. ft. for each 150 sq. ft. of underfloor
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).
f
qoundations may support a roof in addition to
the floors. Where only a roof is supported, use
foundation for one floor.
7
3/25/86
y. Specify that posts embedded in concrete
shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
I. PRIUrmG
p! Show wall bracing. hrery exterior wood
stud wall and main cross partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
F. Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
supported laterally by bridging at intemals not
exceeding 8 feet, unless both edges are held in
line. Sec. 2506 (e).
Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
,fd. Show solid blocking at ridge line and at
exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
jod. Show double joists. Floor joists shall be
doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
- pf. Bearing partitions, perpendicular to
joists, shall not be offset from supporting
girders, beams, walls or partitions, more than
the depth of the joist. Section 2517 (d) 5.
@. mow 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.
@. than 45 degrees to the horizontal.
Section 2517 (h) 5.
Show rafter purlin braces to be not less
I#. plate of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
A. Show double top plate with minimum W'
lap splice. Section 2517 (g) 2.
show 1/2" minimum clearance between top
sgf. locations per Section 2516 (f):
show or note fire stops at the following
4:
ld:
/
4
in concealed spaces of stud walls and
partitions, including .furred spaces,
at the ceiling and floor levels and at
10 foot intemals along the length of
the wall.
at all interconnections between
concealed vertical and horizontal
spaces such as occur at soffits, drop
ceilings and cove ceilings;
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
in openings around vents, pipes,
ducts, chimneys, fireplaces and
similar openings which afford a
passage €or fire at ceiling and floor
levels, with noncombustible
materials.
)06: show stud sizeand spacing. mimum
allowable stud heights; Bearing wall:
2 x 6 mw. 10'; Non-bearing:
x 6 max. 20'. Table 25-R-3.
2 x 4 and
2 x 4 IMX. 14', 2
)84. ceiling must be 3 x 4 or 2 x 6 at l6'I O.C.
Table 25-R-3.
studs supporting two floors, a roof and
8
3/25/86
p.6. for glued laminated wood members shall be given
to the building inspector prior to erection.
Section 306 (f).
Note an A.I.T.C. Certificate of Compliance
Detail all post to beam and post to Y ooting connections and reference the detail to
the plan. Section 2516 (m).
d. Detail sheat transfer comections,
including roof and floor diaphragms, to shear
walls. Section 2513.
#. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maxirmrm
diaphrasm dimension ratios.
and Section 4713 (a).
d4. story of three story building.
(Tables 25 I,' J, K)
Show 3" x 4" or 2" x 6" studs in first
Table 25-R-3.
115. Provide truss details and truss
calculations for this project.
l)6. framing plan.
JZf. Provide framing sections through
Provide roof framing plan and floor
Section 302 (a) 7.
Section 320 (a) 7.
@ specify all Mer sizes
4 wide. Section 2517 (g) 5.
. Provide calculations for -if rizontal framing members and
Section 302 (a) 7.
J.-d Provide calculations for
for opening over
main vertical and
post footings.
lateral loads,
shear panels, shear transfer and related.
Section 302 (9) 7.
Show on the plans all structural
giirements developed in the structural
calculations.
1p. 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 pedestsls projecting
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
)25. 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.
J&.. Show location of attic access with minimrrm
size 22" x 30". Section 3205.
d. Show draft separation for attic areas
between units in a duplex.
Individual concrete or masonry piers shall
Section 2516 (f).
. Wood stud bearing walls, with studs at 24" ., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2
ea. 3 x 4 top plates if supporting either floor
members or roof trusses that are spaced more
than 16" O.C. and do not bear within 5" of the
supporting stud. Section 2517 (g) 2.
IF. Specify plywood grade and panel
identification index. Table 25-N.
$3. When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
If foundation cripple wall sMs are less 2 14" framing shall be solid blocking.
Section 2517 (g) 4.
9
3t 25/86
1. QIIpI[;I-m:
State regulations (California Admin. Code)
require that the design satisy one of the
attached alternative energy packages or submit
calculations. The law also requires that many
mandatory conservation items be satisfied.
@ show on the Title sheet of the plans, the
required elements of the alternative energy
package that was selected, and next to each
elemant show how you are complying with each
element. If calculations were used, provide
similar data on the plans.
@ me plan sheet showing the required
elements of the selected energy package, and
listing the design elements showing compliance
with that selected package, must be signed by
either the Owner or a licensed professional
i.e., architect, engineer or contractor. A
design professional must note his/her state
license number. Section 1403 of Title 20.
@ show on the plans the "R*$ value for the
walls, floors, ceiling and related areas.
).7d. on Glazing Schedule.
Show double glazing as per Energy Design,
e. are satisfied.
Show on the plan how shading requirements
pd he plans are not in compliance with the
energy conservation compliance package selected
or design calculations provided. Show on plans
conformance aa follows:
@ Specify on the buildim Dlans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, Tbndatory
Enerw Conservation Reauirements".
p. Show the size, type, make, model and
location of the space heating (or cooling)
system and provide heat loss calculations if the
output BTIJIHr. exceeds 45,000.
0. S.P.D. &
,d. Energy conservation design should be for
Zone 7 . Seeattached energypackagas.
fl. Floor drains must have auto-prime (city policy).
Note exhaust fans cannot be ductless type
(city policy).
A. New residential units must be pre-plumbed
for future solar water heating. Note Ikwo 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).
3.d 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).
ptf AII piping for present or future solar
water heating must be insulated when in areas
that are not heated or cooled by mechanical
/
meMs (city policy).
Jd Incorporate the watarproofing details, on
the attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall( 5).
12
3/25/86
0 Show on the Title Sheet on the
ormation required by the attached
Developmental Services Sheet 102683.
@ All new residential buildings,
UBC Adopting Ordinance 8192 requires Fire Retardant roof on all structures (Sac. 18.04.230). Show compliance with WBC Section 3203 (e).
plans, the
)d. City Ordinance 9792 requires two park- includinn " w additions, require a soils report.
submit two copies.
Please
I/ Heavy timber framing, minimum 6" x 10"
b- and minimurn 811 x 811 post, for the
structural beam and colum supporting the fire
separation between the garage and living area
above, is acceptable if shown on the plans.
(city policy).
#. Please see additional corrections, or
remarks, on the following page.
me city of ~arlsbad has contracted with hgil
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 5Yrn pzlchvl
at Esgil Corporation.
regarding City Building permit procedures,
please contact Carter Darnell at the City of
Carlsbad , 1200 Elm Avenue,
telephone 619/438-5525.
If you have any questions
planlr you.
Enclosures :
ing spaces/unit with clear area of 20'x2O8 1.e. no wash,ing machines, etc.. Show compliance.
I'
/
13
10/6/86
All heating, ventilating, air conditioning, and water heating equipment shall meet all of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
Commission.
A two stage thermostat, which controls the supplementary hkt on its second stage, shall be
provided for heat pumps.
Thermostats shall be equipped with an automatic setback, which the building occupant can program to
automatically set back the thermostat twice in 24 hours.
Equipment which requires preventive maintenance to maintain efficient operation shall be furnished
with complete necessary maintenance information.
All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances
shall be equipped with an intermittent ignition device.
All fan systems exhausting air to the outside shall be provided with backdraft dampks.
All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of
the UMC, 1982 Edition.
A vapor barrier is required in climate zone 1, 14, and 16.
All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration
standards and shall be certified and labeled.
All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped.
Storage type water heaters and storage and backup tanks for solar systems shall be externally
wrapped with R-12 insulation or greater.
The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated
with a minimum of R-3.
piping outside the building envelope shall be insulated in accordance with T20-1406(d).
Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of
not less than 25 lumens per watt.
Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Commission.
Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting
closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake
equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside
of the building; and a tight fitting flue damper with a readily accessible control.
Insulation used shall comply with California Quality Standards.
The insulation installer shall p0st.a signed certificate ... Section.276..
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the building a certificate signed by the installer and the builder stating that the installation
conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed
conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3.
shall state the manufacturer's name and material identification, the installed "R" value, and (in
applications of loose fill insulation) the minimum installed weight per 'square foot consistent with
the manufacturer's labeled density for the desired "R" value.
For infiltration control all openings and penetrations must be caulked and sealed, such as around
windows, at sole plates, and openings for: utility pipes and wires.
Steam and steam condensation ret-' piping and recirculating hot water
Insulation Certificate
The certificate
Form ECH 3/5/06
Dater //,//!d/& *
Prepared by1 sym Ae-m VALUATION AND PUN CHECK FEE
CITY OF CARLSBAD
8
Air Conditionhe I
1 Coinmer c ial
Res idential
Fir e Spr ink1 ers
Total Value
Res. or Cow.
0 Bldg. Dept.
a Esgil
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I
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PLAN CHECK NO. ffi -&fZ
BUILDING ADDRESS 2%/ C&pA S;rRE-€f
APPLICANT/CONTACT b%MK Er&* &U PHONE NO *6/ - AUBA
BUILDING OCCUPANCY 3 DESTCNER PHONE
TYPE OF CONSTRUCTION q- /t/ CONTRACTOR PHONE
8/4/82
PLAN CHECK NO. ADDRESS DATE
PLANNING /
ZONE: p/I TYPE OF PROJECT AND USE:
SCHOOL DISTRICT: SAN DIEGUITO - ENCINITAS - CARLSBAD SAN HI\RCO&,/@-
SETBACKS: FRONT SIDE @&- REAR arc-
DISCRETIONARY ACTIONS: ,&I la
REDEVELOPMENT PERMIT RE~UIRED: &p~
1" LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
COASTAL PERMIT REQUIRED: YES
-
- ADDITIONAL COMMENTS:
-
OK TO ISSUE: DATE:\\\^^ 1%
I
ENGINEERING
LEGAL REQUIREMENTS I
[I ..
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al *., d
L m .-
LEGAL DESCRIPTION VERIFIED? $fb- APN CHECKED? ,
U EASEMENTS: f%h& & RIGHT-OF-WAY:
EDU'S: la DRAINAGE : J
IMPROVEMENTS: k)/&
FIELD CHECK DATE & INITIALS:
PERMITS REQUIRED
GRADING: h/&
GRADING COMPLETION CERTIFIED: I
DRTVEWAY: d/ INDUSTRIAL WASTE: &!/4 I
FEES REQUIRED
PARK-IN-LIEU QUADRANT: j Iv/.B- , FEE PER UNIT: ?&-- TOTAL FEE: A)/&
P.F.F.: TRAFFIC IMPACT FEE PER UNIT:, e/& TOTAL FEE:
FACILITIES MGMT. FEE: BRIDGE & THOROUGHFARE FEE: //J/Q
c, 3 .- u s ADDITIONAL COMMENTS: ~ -
L _- I:'
CERTIFICATION OF COMPLIANCE
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS Carlsbad, CA 92009
(619) 438-1161
CITY OF CARLSBAD Plan Check No.
This form shall be used to determine the amount of school fees for a project and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT: i/ San Marcos Unified Carlsbad Unified
801 Pine Avenue 207 West San Marcos Blvd.
Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776)
Encinitas Union Elementary San Dieguito Union High School
189 Union Street 625 North Vulcan
Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491)
Project Applicant: APN : - - ---
Project Address: 3d%/ PH~59-4
RESIDENTIAL: SQ. FT. of living area 4/5 Number of dwelling units
SQ. FT. of covered area SQ. FT. of garage area
COMMERCIAL/INDUSTRIAL: SQ. FT. AREA
/
FEE CERTIFICATION
(To be completed by the School District)
/ Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
r
Residential Fee Levied: $ &J2-x(J based on &/,q sq. ft.@ L5a
Comm/Indust Fee LeviH: $ based on sq. ft.@
AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential.
AB 2926 is capped at $.025 per square foot for commercial/industrial.