HomeMy WebLinkAbout2606 ABEDUL ST; ; 86-401; PermitDECURATIONS LENDER WORKER'SCOYPENSATlON OWNEWWILDER I1 CONTMCTOM It In c
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While - Inspector Green - (1) Finance Yellow - Assessor Pink - Applicant Gold ~ feInpO13ry Flle
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PLAN CHECK NO. ADDRESS
PLANNING
ZONE:
SCHOOL DISTRICT: SAN OIEGUITO - ENCINITAS - CARLSBAD -
SETBACKS: FRONT e SIDE oxc REAR e&’”*
DISCRETIONARY ACTIONS: ~ J]h
I-
LANDSCAPE PLAN COMMENTS: $ ! fi
ENVIRONMENTAL REQUIRED: rlla
ADDITIONAL COMMENTS: 11 /$
k.
OK TO ISSUE: @ DATE: $!!?!kt.
ENGINEERING
LEGAL DESCRIPTION VERIFIED? .$&- , APN CHECKED?
PARK-IN-LIEU QUADRANT: ?/& , FEE PER UNIT: - TOTAL FEE:-
P.F.F.: r~/i3 - TRAFFIC IMPACT FEE PER UNIT:!, 3j 6To TOTAL FEE: * b70
FACILITIES MGMT. FEE: ’ BRIDGE & THOROUGHFARE FEE:
FIELD CHECK DATE & INITIALS. RIGHT-OF-WAY:
INDUSTRIAL WASTE PERMIT: @ DRAINAGE: 6L aL
W~RAOING COMPLETION CERTIFIED:
ADDITIONAL COMMENTS:
DPDZ:DPD6:07/17/8
” .. . ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO. CA 92123
(6 19) 560- 1468
DATE : SPPT 14, /?8b
JURISDICTION: ClTY OF (~ARLSBA~
PLAN CHECK NO:
PROJECT ADDRESS: f4 6c DLI L ST,
PROJECT NAME: 5. E i7
0
0
0
O
n
0
OFILE COPY
0 PLAN CHECKER
0 DESIGNER
0 UPS
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 AEL n /i) checked by building department staff. are resolved and
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
identified on the enclosed check list and should be corrected
The pylans are being held at Esgil Corp. until corrected
The check list transmitted herewith is for your information.
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: Telephone #-
REMARKS:JRI”, OR FdJ)k. k’~?<Pbd.$/P/€ FnP, DE%/&~ /!i TO
&Ad @L F?!JS.
.I By: ..& ‘),/A Enclosures: ,I 9D
ESGIL CORPORATION 9-/5-p6
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE -308
SAN DIEGO. CA D21-33
(6 ID) 560- I4G&
DATE : JaUuRv ol Z, 1987
JURISDICTION: C ITV OF (l&~~ssi?o FILE COPY
PLAN CHECK NO: R6- YO/ Rev E UPS 0 DESIGNER
PROJECT ADDRESS: a bob B€DU
PROJECT NAME: s. E u.
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified A GL 0-rJ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.
.The check list transmitted'herewith is'for ybiirLinforination. 0 .The p:lans are being held at ESgil Corp. -unt.il corrected '_.,: .... ,: :
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
0 necessary and substantially comply with the jurisdiction's
..
, - '. ' "'
I ~ . -,. I..' ...
~ .,. . , .. . . .i :. . ' .I
.I .. .,:
0 jurisdiction to return to the applicant contact person.
n The applicant's copy of the check list has been sent to:
. . ..
4 plan check has been completed. Esgil staff did not advise the applicant contact person that
Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted:
Date contacted : Telephone 8- g REMARKS: appuCF)nlr c &!~dhs EnJrRhY Rt A u JRFIMFAT e
NOrr< On) &fix/ PL - G. /nlU R - 19 GL~)Z/,VG 11 - ""L"1.L9_
E ALfl2Efl. ' ..
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By : /A ldbw Enclosures: Ah4)t5
ESGIL CORPORATION I -za- 87
Who May Prepare Plans
into SB 790, authored by Senator John Seymour, which has been
ProvisionsofAssemblymanCondit'sbillAB2313wereamended
signed into law and became effective January 1, 1986. (Chapter
1327, Statutesof 1985).
long-standing conflict between the Architects Act and the Engi-
This measure contains two important items: First, it cleared up a
neers Act in which one act allowed plans to be prepared by certain
individuals,whiletheotheractdidnotpermitthis.Thetwoactsare
now the same. The second important item from the bill limits the
architectural or engineering services that an unlicensed person
may perform.
The following excerpt from the bill addresses the exceptions to
therequirementthatalicensedcivilengineerorarchitectmustsign
plans.
to read as follows:
Section 6737.1 of the Business and Profession Code is amended
Section 6737.1
(a) Thischapterdoes not prohibit any person from preparing plans,
drawings or specifications for any of the following:
(1) Single-family dwellings of wood-frame construction not
more than two stories and basement in height.
(2) Multipledwellings containing not more than four dwelling
unitsofwocd-frame construction not more than twostories
and basement in height. However, this paragraph shall not be construed as allowing an unlicensed person to design
multiple clusters of up to four dwelling units each to form
apartment or condominium complexes where the total ex-
(3) Garages or other structures appurtenantto buildings de-
ceeds four unib on any lawfully divide lot.
scribed under 6ubdivision (a) of wood-frame construction
not more than two stories and basement in height.
(4) Agricultural and ranch buildings of wood-frame construc-
tion, unless the building official having jurisdiction deems
that an undue risk to the public health, safetyand welfare is
(b) Ifanyportionofanystructureexemptedbythissectiond~viates
involved.
from conventional framing requirements for wood-frame con-
struction found in Chapter 25 of the 1985 edition of the Uni-
form Building Code or tables of limitation for wood-frame
construction as defined by the applicable building code duly ' adopted by the local jurisdiction or the state, the building official having jurisdiction shall require the preparation of
plans, drawings, specifications or calculations for that portion
by, or under, the direct supervision of a licensed architect or
registered engineer. The documents for that portion shall hear
the stamp and signatures of the licensee who is responsihlc for
their preparation.
ESGIL CORPORATION
9320 CHESAI'EAKE DR., SUITE 208
SAY DIEGO. Cd.\ W2123
(6 19) 5(iO. 1468
DATE : sEi'p7. 12; t9Rb
JURISDICTION: c. try Dl= (?ARLSBf?D 0 PLAN CHECKER FILE COPY
PLAN CHECK NO: 8b- (=j UPS
PROJECT ADDRESS: RfiEDU L .5%
0 DESIGNXR
PROJECT NAME: - 5'6 0.
The plans transmitted herewith have been corrected where
building codes.
necessary and substantially comply with the jurisdiction's
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien- cies identified
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and shoul.5 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:
are resolved and
TIrn P,I.ARFY pi, PKX UP CA~!RW-T/D$ LIST AT
E5G tc. WFICC-.
Esgil staff did not advise the applicant contact person that plan check has been completed.
Esqil staff did advise applicant that the plan check has been completed. Person contacted: Tim C,)fiA€)'
Date contacted: 9- )2 -g6 Telephone 82&-973b
REMARKS :
ESGIL CORPORATION 4-/0- glr
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 02123
(6 19) 560- 1468
DATE : Zj€ F;. -7: , : :> 7*:; 0 APPLICANT ,-
JURISDICTION: /',?? 3' 'j.i.: ,*, F/'[;: 0 PLAN CHECKER
PLAN CHECK NO: ;7 /r - /; .">, jr 0 UPS
0 JURIS-
OFILE COPY
n DESIGNER
PROJECT ADDRESS: p ,@ ;;.I J ' . .; 7.
PROJECT NAME : ..$* .c. 7:.
U
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
checked by building department staff.
are resolved and
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: /A IJJ/M fihp T-P 103- E!Jf )?.i.v971i5 fi!)E.
YISTrS< CP .7,~!OZc/
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff advise applicant that the plan check has
been completed. Person contacted: if?1kl/rJ ,%n,~:.p>: l~r~.,'c*F-L&.rf fikjSf?CIT
Date contacted: ?I%,/& Telephone # 9Jh- 9rlA7''
REMARKS: ;rcrg ,qL,{g:,>:rj/, :fpcp.c<~t >I):. e'+',!? /)I)- A5t-d
p:r~;,y-!,.:fi rc::rrt :,yr ~F-:~lf~ &>k't.r.--,vl 1/47,
By : ,... /, ' . .. I..), .! , I I, Enclosures: ,I 19 rJ? ./ , I I'
ESGIG. CORPORATION +.' >,;. , ::,
PLAN CHECK NO: 84 - L/o/ 77-
Enclosures: NO.AJ E
PROJECT ADDRESS: A R FnU CI 57
TO: I*, /AJ &I>:,&i9 10 a E/JP i?LVP?U 5 fi?rE
VISTF? I C& 92DYY
Date plans received by jurisdiction-
Date plans received by plan checker&&.&
Date plan check completed7/~jR/nby_FIL1,
FORWARD: PLEASE 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 handicapped. The plan check is based on regulations enforced by the Building Inspection
based on laws and ordinances enforced by the Department. You may have other corrections
Planning Department, Engineering Department or other departments.
The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in
The approval of the plans does not permit the conformance with the cited codes and regulations.
violation of any state, county or city law.
"4 D
A.
1.
2.
PLANS
Please make all corrections on the original
and anv oriainal olan sets that mav have tracings and submit two new sets of prints,
To facilitate rechecking, please identify, next to each ei.me&d the plans upon which each correction on item, the sheet of
this sheet has been made and return this check sheet with the revised plans.
0 APPLICANT COPY
0 JURISDICTION COPY 0 PLAN CHECKER COPY 0 FILE COPY
41784
L
ESGIL CORPORATION
9320 CHES'\PEAKE DR., SUITE 208
SAN DIEGO. Ci\ 02113
(6 19) 560- 1468
JURISDICTION: CITY OF CARLSBAD PLAN CHECKER nFILE COPY
PLAN CHECK NO: { UPS n DESIGNER
PROJECT ADDRESS: AF,&D~,<i Y
4
PROJECT NAME: LT ::- -;
0
0
0
0
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's building codes.
with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply
cies identified
checked by building department staff.
are resolved and
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck. identified on the enclosed check list and should be corrected
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: IR1Jtn) r-,m,% joa E&f.4:JflTt/c; Flit.
15 T z, , ,I I; .> 7 .?..Yip
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: &'/I)I,~\ A?I~LP.IL @#f?mi"+&
Date contacted: Telephone #jl,?:; -?V~,.!
REMARKS :
0
J
"
AQ
Date plans received by jurisdiction:
g&//JY
6/Vh
Date plans received by Esgil Corporation:
Date initial plan check completed:
$?,I& .I/.> By: (iL/?=FAj /dP@ , ;., ,, F&
Applicant contact person:
/,@/~J!~)P,I>&FP Telephone: .:d 2, -79.'
m"
/7n ' 83
Plan check is limited to technical repuiremnts
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
regulating energy conservation, noise
The plan check is based on regulations enforced
attenuation and access for the handicaw.
by the Building Inspection Department. Xou may
have other corrections based on laws and
Engineering Department or other departmmts.
ordinances enforced by the Planning Department,
Present California law mandates that
residhtial construction comply with Title 24
and the following model codes:
1982 UBC (eff. 7/1/85)
1982 UPC (eff. lOll/85)
1984 NEC (eff. lOlll85)
1982 VnC Ceff. 3/1/85)
zhe above regulations apply to residential
adopted by ordinanee.
construction, regardless of the code editions
me circled items need clarification,
modification or change. All items have to be
conformance with the cited codes and
satisfied before the plans will be in
milding Code, the approval of the plans does
regulations. Per Sec. 303 (c), 1982 Uniform
not permit the violation of any state, camty
or city law.
TPk
been addressed i.
list (or a cwv) where each
e.. ~l~n
correction irprhes
etc. Be sure to encl
sheet. Q&&&&&
060 the marked UD list
whn Mu SuWt the revised DlanS.
Q A. pw6
Please make all corrections on the original
racings 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 1208, San Diego, California 92123,
(619) 560-1468.
,d. Please make all corrections on the original
tracmgs 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. 1. Indicate on the Title Sheet of the plans,
the name of the legal owner and me 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
engineer or architect. (California Business and
Professions Code). 0 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). Q e plans that this project shall comply with
Provide'a statement on the Title Sheet of
Title 24 and 1982 UBC, UMC, and UPC and 1984
NEC .
j. 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 structures and show
elevations at all lot corners.
Section 302 (c).
B or alley to property line and distance from
property lines to proposed building.
Section 302 (c).
Indicate distance from center line of street
B. FlXEFRUIKZTON
6. 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 any floor.
(Table 5. A. Section 1709 (a)).
&tend more than 12 inches into the 3 foot
Id. Projections, including eaves, may not
setback from the property line. Eaves over
required windows shall be not less than 30
Section 1710 and Section 504 (a) and (b).
inches from the side and rear property lines.
{l. 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.
,h. Projections, including eaves, shall be
one-hour fire-resistive construction, heavy
project into the 3' setback area from the
timber or of noncombustible material if they
property line. Section 1710. 9 Show location of permanently wired smoke
to sleeping rooms or above stair if sleeping
rooms are on upper level. Section 1210. 4 A smoke 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 CoMected to a sounding
which will be audible in the sleeping area.
device or other detector to provide an alarm
Section 1210.
etector, centrally located in corridor leading
c. Rom SIZgs. ma. vmclmmIOn Am BdzIl1G
t./. Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
Section 1207 (b).
j&. Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
must be 1/20 of the Eloor area and a minimum of
f. Openable window area in habitable rooms
5 square feet. In bathroom, laundry room and
minimum is 1.5 sq. ft. (Section 1205 (a)).
similar rooms 1/20 of area is required and
$. At least 112 of the comun wall must be
open and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
roofed porch unless the ceiling is at least 7
14 Required windows shall not open into a
feet and the longer side is at least 65% open.
Section 1205 (a).
?p. Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
windows are not provided. Section 1205 (a).
room and similar rooms if required openable
thall be less than 7'0" in any dimension.
. No habitable room, other than a kitehen,
Section 1207 (c).
$2. Show that ceiling height for habitable
rooms is a minimum of 7'6". Section 1207 (a).
?/I. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 7'0". Section 1207 (a).
jd Dimension on the plans, the 30" clear width
for water closet compartments and 24" clearance
Section 511 (a).
in front of water closet.
Q Specify safety glazing for glazing in
Q
Q
f
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406.
zardous locations such as glass doors, glazing
st be safety glazing if within 12" of the door
Glazing, in the same wall plane as a door,
and less than 60" above the walking surface,
unless the glazing is leaded on faceted glass.
Section 5406 (d) 7.
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
Glazing in shower and tub enclosures shall
Sleeping rooms shall have a window or
terior door for emergency exit. Sill height
window must have an openable area of at least
shall not exceed 44" above the floor. The
5.7 sqwe feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
2 A mezzanine is an intemdiate floor and
percent of the total floor area in the room
y not have a floor area exceeding 33 113
below. The mezzanine floor must have a clear
height of 7 feet, above and below, and must have
posts and protective walls or railings not
the long side open to the room below except for
exceeding 42" in height. Section 1716.
f zzanine floor and is, by Uniform Building Code
The loft you show does not comply as a
definition, a story. Section 1716.
3
3/25/86
D. m. sLmwAYs. AliD RAlLmGs
not less than 2 exits. Section 3303 (a).
#. Floors above the second story shall have
7 Required exit doorways shall be not less
height, and shall be capable of opening at least
than 36'' in width and not less than 6'8" in
90 degrees, Section 3304 (e). 9 Provide 36" high protective railing for
Q Show how guardrail connection details are
Q
rches. balconies, and open sides of stair
less than 6". Section 1711. /M?f~jofi + ^Ffce@ landings. Openings between railings shall be
quate to support 20 pounds per lineal foot at
a right angle to the top rail. Table 23-B. II)TE~ISP- + c-Arcewe.
tion 3306 (b) & (c).
Provide stairway and landing details.
@ Maximum rise 8" and minimum run is
8 Minimum headroom is 6'6".
4 Minimum width is 30".
@ 11 handrails per Section 3306 (j), shall
satisfy the following:
f. Provide handrail for stairways with 4
@ Handrail shall be 30" to 34" above the
0 The handgrip portion of handrail shall
be not, less than 1 114" nor more than
2" in cross-sectional dimension.
or more risers.
nosing of treads.
(-).
,d Eyy stairway landing shall have a
dimension, measured in the direction of travel,
at least equal to the stairway width.
Section 3306 (g). A' A door may open over a stairway lading
provided the door, in any position, does not
reduce the clear area of the landing in the
direction of stairway travel, to less tbsn
one-half the required width of the staiway.
Section 3306 (g).
$ A door may open inward at the top step of a
stairway provided the top step is not me than
7 112" lower than the floor level.
Section 3304 (h).
@ Provide details of winding stairway
complying with Section 3306 (d):
@ Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12
narrowest.
inches from where the treads are
p! Minimum width is 30 inches.
Provide spiral stairway details, per
'tiion 3306 (f):
a. Minimum run is 7 112 inches msasured
at a point 12 inches from where the
treads are the narrowest.
b. Maximum rise is 9 112 inches.
C. Minimum headroom is 6 feet 6 inches.
~uired exits when the area served is greater
Spiral stairways may not be used for
than 400 sq. it. Section 3306 (f).
4
3/25/86
41. Spiral stairways must have a clear walking
handrail, show dimension. Section 3306 (f).
space of 26 inches between the column and
b. Provide I.C.B.O. Research Report and Number
for metal stairway, or submit plans and
with the building department or note that the
calculations and approved fabricator registered
stairway fabrication shall be done under special
Section 306 (a) 4B and Section 306 (f).
inspection per the approved fabrication plans.
t
z!
. In buildings over 2 stories in height,
rovide 314 hour fire-rated assemblies for all
openings in the exterior wall below or within 10
feet horizontally of an exterior stairway. An
exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
. Exterior stairways shall not project into
e 3 foot setback from the property lines.
Section 3306 (n).
@ The 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.
. Specify roof slope.
Roof slope is not adequate for roof type
pecified. Table 32-B; Section 3203 (h).
Chapter 32.
9. Specify roof material and application.
Q Specify I.C.B.O. or U.L. approval number
title, etc., Section 107.
r roof materials not covered in U.B.C., e.g.,
$ The maximum slope for a fire retardant
built-up roof, with rock or gravel surfacing, is
3 inches in 12 inches, Section 3203 (e) 2.
63. The minimum slope for a fire retardant
built-up roof, with cap sheet surfacing, is 112
inch in 12 inches. Section 3203 (e) 3.
kpe for drainage or design to support
accumulated water. Section 3207 (a), Section
2305 (f) and Section 2511 (d) 6.
$. ,Show roof drains and overflows.
Section 3207.
$ Provfde skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.O.
approval number.
87. Plastic skylight nust be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
Specify minh 114 inch per foot roof
@ Show attic ventilation. Minimum vent area
at least 50% of the required vent is at least 3
is 1/150 of attic area or 11300 of attic area if
feet above eave vents or cornice vents. Show
required area and area provided. NDT&5/2EDF
Section 3205 '(c). VtdT5 7OSxO?J Comf1L)AkIE.
F. 4. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37. 9 show veneer support and connections in
eismic 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
construction to be per attached sheets
30-1 or 30-2.
5
3/25/86
46. show height and construction details of all
masonry walls. Chapter 24.
6/. Note that cleanout openings shall be
provided at the bottom of all cells to be grout
filled over 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
Section 2414 (a) 8.
walls. Connection shall resist 200 pounds per
43. sh~w floor and roof connections to masonry
is greater. Cross grain tension or bending in
lineal foot or the actual design load, whichever
wood ledgers is not permitted.
Section 2312 (j) 3. A.
$ . Provide details for damp proofing the
oundation walls, below finish grade, where
useable space exists on the interior side of the
walls. Section 1701 (d).
between planter and building walls.
$. Show a minimum 2" air space and flashing
Section 2516 (c) 7.
t Garage requires one-hour fire protection on
e garage side of walls and ceiling comon to
the dwelling. Table 5. B. Section 503 (d).
g. All elements supporting floor above garage,
including walls supporting floor joists, to have
one-hour fire-resistive protection on the garage
side. Section 503 (a). 9 Show 1 318'' solid core self-closing door
Section 503 (a). f?& S &b.)5m.F $L.CXJQ~:
om used for sleeping purposes. Section 1104.
. Garages are not permitted to open into a
or openings between garage and dwelling.
D6J &'?g?c,L I:,'j'/L I.,:,'..':*.
;rd. ,Openings between carport and residence
require self-closing doors and stationary
windows. Section 1214.
@ Show garage framing section, size of header
over garage opening, lateral cross bracing at
plate line, method of bracing garage front, and
holddowns if required. Chapter 23.
NOTE: Haxirmrm shear panel ratio of height to
width is 3 112 to 1. Table 25-1.
Doors may open into the garage only if the
kor or landing in the garage is not more than
1/2" lower than the door threshold.
Section 3304 (h).
@ Provide an 18" raised platform for any FAU,
water heater, or other device in the garage,
which may generate a flame or spark, UMC Section
508, UPC Section 1310 (a).
@ Per soils report, note on the plan the
soils classification, whether or not the
exuansive, and note the allowable bearing value.
Section 2905 (c). LEE Arm~fftn, Repon7
Q The foundation plan does not comply with
Q
Please review the report and modify design,
notes and details as required to showff3fl6 IIUDaz
compliance. 7Y& r4 LDTA J ZI 3. UdadTYPE 6 LOT$'
e soil report recotmendation for this project.
SEE A7-rnenen ACPO~T.
sting the soils report reconmendations for
Provide notes on the foundation plan
foundations, slab and building pad preparation.
6
3/25/86
rl . The soils report recornends excavations be
reviewed by soils engineer. Note on the
foundation plan that "Prior to the Contractor
requesting a Building Department Foundation
building official in writing that:
Inspection, the soils engineer shall advise the
1. the building pad was prepared in
accordance with the soils report;
2. the utility trenches have been
properly backfilled and compacted,
and;
3. the foundation excavations, formings
and reinforcements comply with the
soils report and approved plan".
ti Show height of all foundation walls.
pter 23.
$. Show height of retained earth on all
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.
Q Note on plans that wood shall be 6"
'@ Note on plans that surface water will drain
lnimum above finish grade.
Section 2516 (c) 7.
key elevations. Section 2905 (f). 6. Dimension foundation per U.B.C. Table 29A:
way from building and show drainage pattern and
Floors ~ Suouorted* Stemwall
1 6" 12" 12"
2 8"
3
15"
10" 18" 24"
18"
rhpoundations may support a roof in addition to
the floors. Where only a roof is supported, use
foundation €or one floor.
@
Q
eated, or equal. Section 2516 (c) 3.
Show foundation sills to be pressure
ction 2907 (e).
Show foundation bolt size and spacing.
@ Specify size, I.C.B.O. number and
manufacturer of power driven pins. Show edge
and end distance and spacing.
Section 306 (f).
$7. If required by structural calculations,
show size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f).
8,b. 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.
f
s6
. Show adequate footings under all king
alls and shear walls. Section 2907 (a).
. Show on the elevations, stepped footings
Section 2907 (c).
bottom of floor joists and minimum 12"
9. Show minimum 18" clearance from grade to
clearance to bottom of girders.
Section 2516 (c).
undisturbed soil. Table 29-A.
4. Show pier size, spacing and depth into
9'3. Show minimum underfloor access of 18" x
24". Section 2516 (c). 4. Show minimum underfloor ventilation equal
to 1 sq. ft. for each 150 sq. ft. of underfloor
practicable and shall provide cross ventilation
area. openings shall be as close to corners as
on at least two approximately opposite sides.
Section 2516 (c).
or slopes steeper than 1:lO.
7
3/25/86
&. Specify that posts embedded in concrete
shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
(9
I.
ud wall and main cross partition shall be
Show wall bracing. Every exterior wood
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)LI sS,crj
$. Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
exceeding 8 feet, unless both edges are held in
supported laterally by bridging at intervals not
line. Sec. 2506 (g).
@ at ends and-f.
oor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
@ Show solid blocking at ridge line and at
exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
@ Show double joists. Floor joists shall be
oubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
I$. 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.
I+. how 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.
1 3. Show rafter purlin braces to be not less
Section 2517 (h) 5.
L 45 degrees to the horizontal.
@. Show 112" minirmrm clearance between top
plate of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
@ Show double top plate with minium 48"
p splice. Section 2517 (9) 2.
Show nailing will be in compliance with
6. how or note fire stops at the following
locations per Section 2516 (f):
a.
b.
C.
d.
Show stud size and spacing. Maximum
2 X 6 max. 10'; Non-beari,ng: 2 x 4 max. 14', 2
x 6 max. 20'. Table 25-R-3.-scc</bd 0 2.
stud heights; Bedring wall: 2 x 4 and
in concealed spaces of stud walls and
partitions, including furred spaces,
at the ceiling and floor levels and at
the wall.
10 foot intervals along the length of
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
walls under the 5tairS are unfinished;
line with the n# of stairs if the
and
in openings around vents, pipes,
ducts, chimneys. fireplaces and
passage for fire at ceiling and floor
similar openings which afford a
materials.
levels, with noncombustible
9 . Studs supporting two floors, a roof and
Table 25-R-3.
iling must be 3 x 4 or 2 x 6 at 16" O.C.
8
3/25/86
9-
P
Note an A.I.T.C. Certificate Of -1iMCe
to the building inspector prior to erection.
Section 306 (f).
or glued laminated wood members shall be given
1. Detail all post to beam and post to
ooting connections and reference the detail to
the plan. Section 2516 (a).
@ Detail shear transfer connections,
walls. Section 2513.
including roof and floor diaphragms, to shear
Q Specify Mil size and spacing for all
2. Show 3" x 4" or 2" x 6" studs in first
s ear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum
diaphragm dimension ratios. (Tables 25 I, J, K)
and Section 4713 (d).
ory of three story building. Table 25-R-3.
@ Provide truss details and truss
calculations for this project.
l#. Provide roof framing plan and floor
framing plan. Section 302 (a) 7.
Provide framing sections thrnigh
Section 320 (a) 7.
Id. %ow on the plans all structural
requireirents developed in the structural
calculations.
&. Colw and posts located on concrete or
onry floors or decks exposed to the weather
or to water splash or in basements and which
by concrete piers or metal pedestals projecting
support permnent structures shall be supported
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
174. Individual concrete or masonry piers shall
project at least E inches above exposed ground
unless the colmmu or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (e) 4.
li!
. Show location of attic access with mininm
s ze 22" x 30". Section 3205.
3kn units in a duplex. Section 2516 (f).
1 6. Wood stud bearing walls, with studs at 24"
o.c., 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 mof trusses that are spaced more
supporting stud. Section 2517 (e) 2.
14. Specify plywood grade and panel
identification index. Table 25-N.
show draft separation for attic areas
7
than 16" O.C. and do not bear within 5" of the
4 wide. Section 2517 (g) 5.
I?. spiry a11 header sizes for opening over ld8. when mof pitch is less than 3:12, design
$9. Provide c@lculations for main vertical and 1fi. If foundation cripple wall studf are less
horizontal framing members and post footings.
Section 302 (a) 7.
@ Provide calculations for lateral loads,
shear panels, shear transfer and related.
section 302 (9) 7. OR Shpc*) tnmPL7rrririCt WlTn S€L?ID~ &TI? ($3 1992lrHC.
ridge as a beam. Section 2517 (h).
than 14" framing shall be solid blocking.
Section 2517 (g) 4.
9
3/25/86
dight shall be 3 inch by 4 inch or 2 inches by
136. Cripple wall studs exceeding 4 feet in
6 inches when supporting 2 stories.
Section 2517 (g) 4.
@
@
other weather exposed areas, is exterior
Show plywood sheathing over exposed eaves,
grade. Section 2516 (g) 3.
ine on all exterior and stud walls to be
Show a weep screed at the foundation plate
stuccoed. Section 4706 (e).
lj3. Show corridor width to be minimum 36".
Section 3305 (b).
1/4. Specify truss layout for 30" x 30" attic
access.
14. Ridges, hips, and valleys shall be at
least one size larger than supported rafters.
Section 2517 (h) 3.
13/. In open beam construction, provide strap
ties across the beams at the ridge support.
Section 2501 (b).
J. HEa3AHlC&L
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
@ Show the size, location -e of all
heating and cooling appliances or system.
per Chapter 6, UHC.
I+. how swce of combtion air to funrace,
heating facilities capable of maintaining a room
1 9. Every dwelling unit shall be provided with
temperature of 70 degrees F. at 3 feet above the
floor in all habitable rooms. Show basis for
compliance. UBC. Section 1211.
1,
l# Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UHC.
Q Note on plans, $ PIU clearances to be per
ufacturer's listing. Section 504, UHC.
&. Furnace shall not be installed under any
staiway. Section 704, UHC.
4. Furnace shall not be installed in any
bedroom, bathroom or in a closet or confined
space with access only through such room, unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704, UMC.
&. Show I.C.B.O. approval number for prefab
fireplace.
14 Show access to the attic or underfloor
furnace to be minimum 30 inches by 30 inches.
Section 708 L 709 UHC.
shall be unobstructed and have continuous solid
~6. NOW that passageway to the attic furnace
flooring not less than 24 inches wide.
Section 708, UHC.
141. Show permanent electrical outlet and
lighting fixture controlled by a switch for the
attic furnace. Section 708, UHC.
for furnace under the floor, or Section 710 for
I&. Show details to comply with Section 709
roof or outside furnace.
@. Note on plan: Gas vents and
noncombustible piping passing through three
floors or less shall be effectively draft
WC, Section 1706 (a) 6.
stopped at each floor or ceiling.
10
3/25/06
K. -CAL (RNlTOWL -CAL aroE1
All wiring shall comply with the National
Electrical Code.
@) Show on the plan the amperage of the
e ectrical service, the location of the service
panel and the location of any sub-panels.
16. how location of all electrical
receptacles.
$. Electrical receptacle locations and/or
spacing is not adequate in
Q Show at least one convenience outlet other
Q Note convenience outlets in bathrooms,
0 Note electrical system ground to be
garages and basements. NEC, Art. 210-52.
outlets for laundry, etc., outdooTS, in
o doors, and in garages and basements (other
than for laundry and similar equipment) shall be
GFI protected, NEC. Art. 210-8.
p ovided per NEC, Art. 250-81.
1. pIII(BIIIG /unImRH PIJnLuw am)
'I$. Show water heater size, type and location
on plans. UPC, Section 1310.
$7. Show source far providing combustion air
o fuel burning water heater. If wall opening
in an enclosure are used, at least one-half of
the required opening area shall extend into the
upper twelve indies of the enclosure and
one-half within the lower twelve inches.
UPC, Section 1307.
I+. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom.
UPC, Section 1309.
h lt ter from vehicle damage. UPC, Section 1310.
. Provide adequate barrier to protect water
Q
s ow route of discharge line to exterior.
UPC, Section 1007 (e).
@ Provide dryer vent to ouw.
UMC, Section 1903.
@ Note on the plan that hose bibbs and lawn
prevention devices. UPC, Seition 1003.
sprinkler systems shall have approved baekflow
circle and have a minimum floor area of
113. Shower stall shall accomdate a 30"
1,024 sq. in. UPC, 909 (a).
Show T and P Valve on water heater and
n. 1101s~ mswm c% r-1
lf
. Show details of duplex comn (party)
w 11s and floorlceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floorlceiling of 50 decibles.
Title 25.
1 6l . Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
a ll! ieve STC of 50 between garage and living area
. Provide insulation in walls and ceiling to
Title 25.
if garage use is not controlled by resident.
11
3/25/86
n. EXEXGY~WSERV~~ PLXASEREALI
State regulations (California Admin. Code)
attached alternative energy packages or submit
require that the design satisy one of the
calculations. The law also requires that many
mndatory conservation items be satisfied.
@ Show on the Title Sheet of the plm. the
9 The plan sheet showing the required
quired elements of the alternative energy
package that was selected, and next to each
element show how you are complying with each
element. If calculations were used, provide
similar data on the plans.
e ements of the selected energy package, and
with that selected package, must be signed by
listing the design elements showing compliance
either the omer or a licensed professional
i.e., architect, engineer or contractor. A
design professional must note hidher state
license number. Section 1403 of Title 20.
w lf lls, floors, ceiling and related areas.
@ Show double glazing as per Energy Design,
on Glazing Schedule. I != F)Pb'LlCR&
@ Show on the plan how shading requirements
. Show on the plans the "R" value for the
are satisfied. IF A Pf'LtLfiAk
energy conservation compliance package selected
I+. me plans are not in compliance with the
or design calculations provided. Show on plans
conformance as follows:
@ Specify on the buildinn Dlans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Enerw Conservation Requirements".
of the space heating (or cooling)
Show the size, type, make, model and
system and provide heat loss calculationue
output BTU/Hr. exceeds 45,000.
0. URISBAD S.F.D. &
@ Energy conservation design should be for
one 1 . See attached energy packages.
le. Floor drains must have auto-prime
(c1ty p011cy).
Note exhaust fans cannot be ductless type
@ New residential units must be pre-plumbed
jacks must be installed" where the water heater
for future solar water heating. Note "two roof
is in the one story garage and directly below
the most south facing roof
(City Ordinance No. 8093).
lt. Note "two 314" copper pipes must be
installed to the mast convenient future solar
panel location when the water heater is not in a
one story garage and is not directly below the
umst south facing roof.
(City Ordinance No. 8093).
180. All piping for present or future solar
wa er heating wt be insulated when in areas
that are not heated or cooled by mechanical
means (city policy).
f. Incorporate the waterproofing details, on
space occurs below grade at the masonry
e attached Policy 80-8, where interior living
wall(s).
Q
12
3/25/86
@ show on the Title sheet on the plans, the
Developmental Services Sheet 102683.
information required by the attached
I#. All new residential buildings, including
additions, require a soils report. Please
sutmit two copies.
l+. Heavy timber framing, minima 6" x 10"
baams and minimum 8" x 8" post, for the
separation batween the garage and living area
structural beam and column supporting the fire
above, is acceptable if shown on the plans..
(city policy).
lb. Please see additional corrections, or
rernarlrs, on the following page.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Caesapeake 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 FILE/? hl Id&l.kW
at Esgil Corporation. If you have any questions
please contact Carter Darnell at the City of
regarding City Building permit procedures,
Carlsbad, 1ZW Elm Avenue,
telephone 6191438-5525.
Thank you.
13
3/25/86
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 heat 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 dampers.
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 LlMC, 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.
wrapped with R-12 insulation or greater.
Storage type water heaters and storage and backup tanks for solar systems shall be externally
The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated
with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water
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 Cormnission. '
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 Guality Standards.
The insulation installer shall p0st.a signed certificate...Section.276 .. Insulation Certificate
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the buildhg 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. The certificate
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 mst be caulked and sealed, such as around
windows, at sole plates, and openings for utility pipes and wires.
Form EM 3/5/86
CITY OF CARLSBAD
Table 7. Alternative Component Packages. Climate tone 7
Building Measure 7
INSULATION R-VALUE HINIHUE
Ceiling
Wall
'Light Mass" Wal:
'Heavy' Wall
Raised Floor
Slab Floor Perimeter
~rrrC3 '
CUZING
Haximum U-value Haximum Total Area X
Haximum Total Nonsouth
Minimum Total South
Area 2
Area Z
SEADING COEFFICIENT
West-f acing Glazing
South-facing Glazing
North-facing Glazing
East-facing Glaring
TERHAt MASS EQUIVALENT
.X Slab Floor Exposed7r. 8
INFILTRATION CONTROL
Electrical Outlet Plate
Continuous Barrier ,
Air-To-Air Heat Exchanger
Caskets
SPACE HEATING SYSTM
cas Furnace Seasonal
Heat Pump ACOP Efficiency X
Electric Resistancell
SPACE COOLING SYSTM
A/C or Heat Pump SEER
WATER HEATING SYSTEM
Cas, Heat Pump or Solar
Solar with Gas Backup
with Any Backup
Package Deslgnatlon - A I
11
19
2.:
4.(
NR
11
NR
1.1 !m
3.6
i.4
IR
IR IR
IR
io
R.
'R
R
IN
0
.5
1 REq
Ei
1
L
,5 .5
'i
!I
z
E
E
E
E
N
N
N
N
tM
i2
N
! RI
!
1.1 .6
14 20
NA
NR
kR
NR
NR
NR
25
NR
NR
NR
ME
NO
2.5
IEq
5' 20
.6
NA
INR
m
.31 NR
NR
5
NR
NR
NR
MIh
2.5
NO
EQ
CDELZ
19 30
NR NR 19 I1 NA
NR NR NA NR NR
2.! 2.5 NA 2.5 SA
NA NA NA 3.5 NA
I1 I1 I1 I1 I1
19 30 30
SR REQ hXR XEQ REQ
5
24 20
1.1 .65
6
I1
i:
1
NR
NRNR
NR
NRNR
NRNR
NRNR
NRNR
25 25
NRNR
NRNR
NR NR
KIN
NO X0
2.5 2.5 HIS
~
IEQ
REP
I
i
3456
30
NR NR NR REQ
I1 I1 19 19
NR .7 NR LNR
2.5 2.5 2.5 2.5
NA N.4 NA NA
I1 I1 I1 11
19 30 19
.65 .65 .65 1.1
20 24
6.4 5.6 NR '1R
9.6 8.4 NR !R
NR NR
iRNRNRNR
RNRNRNR
RNRNRNR IR NR m m.
!O 50 NR 15
RNRNRNR
RNRNRNR
RNRNRNR
!IN
YES YES NO 0
2.5 .5 HIN
EQ
REQ
REQ REQ
Appendix B
B-9
C-70 ACP
Table 17. Notes for Tables 1 through 16
LEGEND: NR Not
'MIN - Minimum efficiencies required by Section 2-5306 of the
required, N/A - Not applicable, REQ - Required,
regulation. NO - Beating system type not alloved, YES - Beating
system type alloved.
3.' Whenever an attic is required. it must cover at least threequarters
(3/4) of the ceiling area over conditioned space and be vented.
7. In alternative component packages Which require thermal mass (other than
Package A). the specified percentage of mass must be directly exposed to
the conditioned space. To determine the floor area directly exposed to
the conditioned space. To determine the floor area, count only the first
floor in conditioned areas. Uncarpeted first floor areas, such as
my dl be counted .cowards this requirement. linoleum or tiled entry vays, kitchens, bathrooms, and utility closets
8. Thermal mass required for Packages E.1.2.3 and 4 must be either
cquivdent to a slab floor covering one-fourth (25 percent) of the floor
area vith a thickness of at least 2 inches and a volumetric heat capacity
provide the mlnimum total mass capacity listed in Table 17 of Appendix A of 28 Btu/ft3 'P (see belov for surface area of materials examples) or
(use the Point System to calculate the mass for other materials).
4" brick Concrete block 140 pcf Concrete block 90 pcf
Climate block density, solid block density, exposed Slab
Zone grouted one side Floor X 4" 6'
grouted
4" 6" 15
22 23 28 30 18 18
35 25 7
22 24 28 13 20
14 17 18 21
.-
11. For Packages.5 and 6'clectric resistance and radiant heating systms shall have two or more separately controlled zones in each dwelling unit .
Date: $/Y&, CITY OF CARLSBAD
Prepared by: Bldg. Dept. E. !I)R,hi.E VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO. ?h-L/3/
BUILDING ADDRESS r? ,4~ r7//,7 < T
APPLICANT/CONTACT /&I) ).lbJ fi.’lfi.pF PHONE NO. 724, -??J?
BUILDING OCCUPANCY /.? - ? ),,,BJ ..,.J DESTGNER PHONE
TYPE OF CONSTRUCTION y:/!/ CONTRACTOR PHONE
.. ,
I
I I
I
, Air Conditionine Commercial a I
~
Residential I @ Res. or Corn.
Fire Sm-inklers
Total Value
@
I -
Fee Adjusted To Reflect OEnergy Regulations (Fee x 1.1)
Building Permit Fee S Sa6 -
Plan Check Fee $
OHandicapped Regulations (Fee x 1.065)
s- <2.&4&3+
7
COMMENTS:
8/4/02
Mail ing Address - "2245ta3mariXta - DelLMar, Cal.if 92014
Service Address: AbedulSt------"I-
Tract Description: lot 114 La Costa Meadows
Assessor's Parcel No.
- .. .. ~
""
-" 215-290-06
Type of Building 5.f. No. Units 1 Connection Fee $600.00
Lateral Size: 4" - 6" - 8" - Saddle - Easement Connection pre-pd 2oo.oo
Extra Footage: @$ Extra Depth : @B " 400.00 -
Lateral Fee
Prorated Sewer
Total Service Fee
$-6oo*~~
The application must be signed by the owner (or his authorized representative) of Lhe property to be served. The total charges must be paid to the District at the
Lime the application is submitted.
If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from
or near the applicant's property line) where the service lateral is connected to the main collection line in the street (or easement) to the point in the street (at
the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli-
to the service lateral.
cant's plumbing to the point in the stree; (or easement) where a connection is made
The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE
TION LINE WITHOUT PRIOR APPKOVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no
additional fee or refund if service actually comnences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll
in the same manner as property taxes.
The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated.
TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECZ
Uhk /I - Sob 1.7 1 J .9-10-79
Date
I
&/I. - 10236
Account No.
SAN MAROCG l.NIFIED ScHCxlL DISRlICT SERVICE AVAIMILITY LElTEE
(Applicant fill in - print legibly)
Address : ,?, qk siyn,% -,,$'& /Hd , cnclL?Ir(LI fA p7ff Lf
Address: /,3.?n M,/l.//v,~'~ Cf
APPLICANT: C. c t.hLf- Con-dL Phone No. 9UL -39L3
m: flp .I & wp .r\ HUL-"IJ /A Sf P DM.p,&4 &ne Fb. 717- 9/64 I
8 f, JA4 r.4 79 0o"p
PFOBCT DEXRIPTION hoject Address/Lxation Tdog /e&r;&/7
hoject Nane: CO~A~. r#
hject located on
sfry,?... /ppJ~~/lC-p ~
Assessor's Parcel No.(s):
( Attach legal description 1. IKili-mIrnW~ 3. ITIrnlT]
2. ITIIr~OlTI 4. ri-ilrlrj
P5sess7Z"s parcel NlmkDer.5
if necessary)
Census Tract No.
Fmject Type (check one or more) Housing Qpe No. of D.U.'s No. of Bedroans
Minor Subdivision ("M) Single Family I 3
Major Subdivision (nl) Mltiple Family
Mbilehm Units
1. CWner/applicant agrees to reconfirm this pm,iect with the issuing schwl district every 6 mnths
2. CWner/applicant understand that the certification for school service contained in this Roject
unless such action is not required by the district. District Phone 61LL744-4776
ditional project approval (subdivision, Dennit, or other conditional we processes) emires. Service Availability Letter is no lower effective if the project is disapproved or if the con-
3. ?he information I have
APPLICANT'S SIGNAnmE Date
CZRTIFICATICN OF SclSxlL AVAIIARILITY OR NON-AVAILABILI?Y SAN MAFX7.X l.Nl&b ScHCoL DIS'IWICI
Date: DAY a YR
To: City of Carlsbad
FWX: School District San Marcos Unified Grades Served: k-12
1. 17 School services and facilities are carmitted for this "reject. Services will be available
concurrent with project need based on a sg~wed apreemnt with the developer which has
adeouate financim and clear intent. 'Recertificatim of servlce availability
is required prior to issuance of building permits.
2. The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described project concurrently with the need of such project. &ner/applicant has paid the required developer's fee.
3. E ?he undersigned schml district hereby certifies that it will be able to provide adequate schml services and facilities to the above described pm,ject concurrently with the need of such project because
Date 91 24f a6 ae 744-4776
WHITE-CIVIC WITY YFZLDV-DISTRICT PINK4XVNLPtIAF'PLICANI