HomeMy WebLinkAbout1812 GUEVARA RD; ; CB891063; PermitPermit No: CB891063 ~B-.0 I,L I N'G P E R M'I,T'
-78 11/17/89'P16:25 Project.*No: A8901 I
Development'No-: 9 Pa e 1 of 1, ..eJob Addkess: 1812 GUEViRA RD Str: F Ste:'
Per'it'T pe: 'AE~IDENTAL-,ADDITION/ALTERATION 1472'11/17/89 0001,01. 02 y MT. Parcel No: 156-270-17--o C-;LPR 423-00
Val:dat'i on: 42,228
Type: NEW
Occ-Upancy Group:" Class, Co.de; Status,: ISSUED
Description:_RES ADD'621,SF Applied ,' 07/20/89
A6b_`BEDROOM AND BATH'bVER GARAGE , Apr/Issue., 11/17/89'
Validated By: JPY
OWNER WICKLAND, JAMES Lic. -8295
161~iGUEVARA RD
CARL S BAD, CA 9 2,0'0 8
Fees Require ~-' A x F eQs Collected & Credits d
-------------- ------------------ - n-6 7.
'
J
Fees: MO 0 01 &0
'Adjustments. 00 - . < e i-ts: .00 TotA1 it`rqd~
Total Fees' 6.81N-6o 6 T6`7eal 'Pa~'_'^-) 257.00 ym
'
ent,s:
"ce 423,.00 Balan :~~ue
Und ? Fee description t, /S F~ nit. ''Ext f ee' Data
- -------------
it* 369.00
Plan Check
Building.Perm
2~4 0. 0 0'-
Strong f~6tion`Fee 3. 001_,
BUILDING TOTAL 612.00
Enter "'Y."' for'Plumbing' Issue Fee 7.50 Y
Each'Plumbing.Fixtu,re ,or Trap 4. 0 2.50 1-0.00
Each Building Se~ier > 1 00 6 . 5~O 6.~O
2 4 ..'0 0 *,PLUMBING TOTA
ssue Enter "Y" for.-E 1 ectric I Fee > 5.00 Y
Other > O'~ 0_0 10.00 REMODEL*
ELECTRICAL TOTAL 15.00
--Enter 'Y' for Mechanical'Issue Fee"> 15.00 Y
ts ----,> .00 9.00 9.00 Install'Furn/Duc'
E~ch In~tall/Reloc Appliance Vent > 1.00 4.50 ~4.50
MECHANICAL.TOTAL 29.00
PPROV4
DATE INS P
CLEARANC'E.__.
CrTY OF CARLSBAD -
2075 Las Palmas Dr.',, Carlsbad CA 92009 (619) 438-11.61
DEVELOPMENT PROCESSING SERVICES DIVISION
7. 2075'LAS PALMAS DRIVE
CARLSBAD, CA W009-4859
(619).'438-1161
MISCELLANEOUS FEE RECEIPT
-Applicant Pleaie Point And Fill In Shaded Area Only
JOB"
ADDRESS,~~2
. ...
PLAN ID NO.
.
ASSESSOR' S r7
lo
-70 PARCEL- NO. :5
OWNER 8406 07/20/89 0001 01., 05
-misc iW 00 OWNER'S
MAILING
ADDRESS /P 2, 6~6e
CITY6!%?!VX~" ZIP T E L. 9j' VALIDATION AREA
CONTRACTOR
ESTMATED VALUATION
CONTRACTOR'S
MAILING PLAN CHECK FEE .001-810-00-00-8821 54/ 6: 27 ADDRESS IF THE APPLICANT TAKES NO'ACTION
WITHIN 180 DAYS, PLAN CHECK FEES
CITY, ZIP TEL.- WILL BE FORFEITED.
STATE BUSINESS
LICENSE NO. LICENSE NO;
SUBDIVISION LOT(S)
LEGAL DESdRIPTION -CHECK IF SUBMITTED:
.2 ENERG Y CALCS
2 1987 ENERGY CALCS
FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF WORK El 2 STRUCTURAL CALCS
b F~ 2 SOILS REPORTS
00j ~Z_ -
2 SELF ADDRESSED ENVELOPES
DATE GIVEN/ DAT E SENT TO APPLICANT I
CONTACT PERSON A-o~ LA COSTA LETTER C.
ADDRESS S CHOOL FEE FORM
ZIP- TEL. P & E CORRECTIONS LIST
CERTIFICATE OF OCCUPANCY
APPLICANT'rATURE - DATE
White - File Yellow - Ap'plicant Pink - Finance Gold - Assessor-
PERMIT# CB891063 FOR 06/12/90 INSPECTOR AREA PD
DESCRIPTION: RES ADD 621 SF PLANCK# CB891063
ADD BEDROOM AND BATH OVER GARAGE OCC GRP
TYPE: RAD CONSTR. TYPE NEW
JOB ADDRESS: 1812 GUEVARA RD STR: FL: STE:
APPLICANT: WICKLAND,,JIM PHONE': 434-8295
CONTRACTOR: PHONE:
OWNER: WICKLAND, JAMES PHONE: 434
REMARKS: T2/MH INSPECTORr
SPECIAL INSTRUCT:
TOTAL ~,_TIME:
CD~:_ LVL DESCRIPTION' 1ACT COMMENTS
19 ST.Final Structural
29 ..PL Final Plumbing
39 EL Final Electrical
49 ME.Final Mechanical
INSPECTION HISTORY
~DATE DESCRIPTION. -ACT INSP COMMENTS
030890, Interior'Lath/Drywall AP PD
011790 Insulation AP PD
010590., Rough Combo AP PD
'122689 Rough Electric CO PD
1122089 Rough/Topout CO PD
,_1 22089:, F.rame/Steel/Bolting/~Welding. CO PD. , ;,-1 12789,'Ftg/Foundation/Piers AP PD
~j
CITY OF CARLSBAD
INSPECTION REQUEST
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14~68
#AP LICINT
JU
P
JURIS~DICTION
JURISDICTION* T Y D.-;, F_; A-5) jP C jPLAN CHECKER
[]FILE COPY,
PLAN CHECK No SET: f-~UPS
E]DES-IGNER
O.PROJECT ADDRESS: U VA-P-A P, Q
Pk 0 JECT-NAME: LA- `IJ D c /J 6 C.
The plans t . tansmitted herewith ~ave 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 deficiefi-
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.
-TD The c heck -list transmitted herewith is for -your information.
.The plans are being'held at Esgil Corp. u'ntil 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.
C's .-he check list has been sent to: The ap~lican' ...copy of L
Esgil .staff did not—a
plan check h —&rr—c
M.Esgil s , taff did. a is
been completed.
Date contacte~_-..A
_REMA RKS:
A -7-7-
V r, 50-tex 5,r ~~5 ,
/A.) _S
§~Ftt~rilre`-a___ ilfc-FaMint contact person that p
ompleted-
57picant that the plan check has
contacted:
M L Pa-p-
-rD r-16-L7>
BY Enclosures@<W-A-4& gh'C-A-1,9 PWC-_L,,
ESGIL CORPORATION1 7
0 GA - EJ A A ' 11 VW El DM
(-s
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123 - (619) 560-1468
'DATE: IOLZ Y/ e~
C, ~)r' FIJIJRISDICT N
JURISDICTION: S B A M-P-L—AN CHECKER
PLAN CHECK NO: SET: Z
(]FILE COPY
f7~UpS
E]DESIGNER . P~RbJECTADDRE'SS: 19112, (!~?LJF-VAAA /ec>
PROJECT NAME: K- L AW P' P- 1~ S J.P&-A~E- 7-7
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
~jith 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.encl'osed check list and should be corrected
and resubmitted for a complete recheck.
Th
'
e 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
t El-jurisdiction-to return o the applicant -contact person.
-The applicant's copy of the check list has been sent to:
IM W1C-V,1-A-A,)D
CAP CA `~Zev:g
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:
BY: Enclosures:
ESGIL CORPORATION
apt
I
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IF A107
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:51-16794 OOAW,!5t—S /~j
67, A I
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Date URISDICTION:
ROJECT ADDRESS: L) G V A-ep
0
PLAN CORRECTION SHEET
Ian! Check No. 10 6o -3
FOREWORD: PLEASE READ
Plan check is limited to technical requirements
containe~ 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, Engineeri~g Department or
other departments.-
'The items circled below need clarification,
modification or change. All circled items have
to tie satisfied before the plans will be in '
conformance with-the.cited codes and regulations.
Per Sec. 303 (c),,of-the Uniform Building Code,
the approval of the plans does not permit the
viola tion or,any state, county or city law.
A.' 'PLANS
Please make'all cor:ection3 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 jur isdiction
to:
D2- To facilitate rechecking, pleeac identify,
next to each circled item, the sheet of
the- plans upon which each correction on'
this sheet has been made and return this
check sheet voith the revised plans.
The, f6ilowing items have not been
resolved from previous plan reviews.
The original 'correction number has been
g.1ven,for your reference. Please contact
me if you have any .qUestions regarding
these items.
Date plans received by ~13n* checke
Date - q: P- plan check completed
a Y. Ar L-
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14-68
DATE: 0/3Z 97
--<~JU~RISDICTI( C~
-CITY OF CARLSBAD H -JURISDICTION: N CHECA
F"I LE COPY
-PLAN CHECK NO: SET: T_ .[]UPS
[-DESIGNER
.!,PROJECT-ADDkESS:
;,,PROJECT , -NAME:- LJtCtC!L-A-AJC>,,"4&c,/[)C—A)CE YaV,9 t 7-7 LAJ)
The plans transmitted herewith have been corrected where
necessary and substantially comply with the juri.sdiction's
building codes.
The plans transmitted herewith will substantially comply M-with.the jurisdiction's-building codes when minor deficien-'~
cies identified are resolved and
checked by building department staff.
FT The plans transmitted herewith have significant deficiencies
'ident i fied on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
M..The check list.transmitted herewith is for your information.
The plans are-being'held at Esgil Corp. until corrected
plans.are submitted for-recheck.
M,Theiapplicant's.copy-of the check list is enclosed,'for the
Jur sdiction to -return to the -appli'cant contact person. -
The applicant's copy of the check 1 i'st has been'sent to:
Jim LAJfbQ_)Wp 2, (f? U IF, VA-R_ 10i. P-J~>
CA
Esgil staff did.not advisethe applicant contact person that
plan check has been completed.
Esgil staff did advise-applicant that the plan check has
been completed. Person contacted:
Da te contacted:
REMARKS:
Enclosures:
ESGIL CORPORATION.
0 GA---'. El AA- El v W ODM
Telephone #
/y?
ENCLOSURES:
PRDJE)CT ADDRESS:
FLOOR AREA:
STORIES:
HEIGHT:-
RENAM:
PLAN CE= NO:-
JUxMIMOK: CITY OF CARLSBAD
Plan check is limited to technical requireme-nts
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state 'laws regulating energy
conservation, noise ~ttenuation 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 by the Planning Departmentp
Engineering Department or other departments.
Present California law ma.Adates that residential
construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
The 'above regulations -apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled item; listid need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the. cited codes and i7egulations. Per Sec.
303(c), 1985 Uniform Building Codej the approval of
the plans does not permit the violation-of any
.state, county or city law.
To speed up the recheck Drocess, note on this list
(or a copy) -where each correction item has been
PLAN CORREMON addressed i.e., plan sheet, specification, etc. Be
CITY OF CARLSBAD ..sure to enclose the marked up list when you submit
SINGLE FAMILY AND DUPLEK DWELL11M the revised plans.
ate plans received by jurisdiction:
Date plani received by Esgil Corporation:
7
Date initial plan check complete'd:
By: S
Applicane contact person:
t40 ~"D elephonei
N=:-, 'PAGE NUMBERS ARE MDT 3[K SEQUENCE AS PAGES HAVING NO r0XS XMING C0RRE=OKS WERE DKL=).
List No. 63, Carlsbad Single Famil Dwelling and Duplex With All Supplements. (1985 UBC) y
PLANS
1~_P'le~se 'r~ake- all corrections on the original
t1racings 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.
Please make all corrections on the original'
_tracings and submit two new sets of'prints,
andany original plan sets that may have been
returned to-you by the jurisdiction, to:
-The jurisdiction's building department.
'Indicate on - the Title Sheet of the plans, the
..hame , of the legal owner and- name of person""'
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by'the
person responsible for their, preparation.
(California Business and Professions Code).
:,Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for
'
plans deviating from
conventional wood frame construction. Specify
expiration date of license. (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,..garagp, carport,
p~tio, deck and ba . lcony.. Section 302(c)
a statement on the Title Sheet of the .,plans that this project shall comply with Title
._~24.and,1985 UBC, UMC and UPC and 1987 NEC.
t full y 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'. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimu slopes.
Section 302(c).
Indicate distance from property lines- to
proposed building. Section 302(c).
Show on the title sheet all structures, pools,
walls, etc. included under this application.-
Any portion of the project shown on the site-
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot *the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
~2. Exterior walls closer than 3 feet to property
lines shall be*one-hour rated construction and
have no openings. Such walls shall have 30
inch parapets when the building floor area
exceeds 1,000 squar4 feet on any floor.
(Table 5-A, Section 1709 (a)).
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 1710.'
Eaves over required windows shall be not less
than 30 inches from the side and rea property
lines. Section 504.
Plastic skylights shall not be installed
within 81 of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected.
Section 5207 (a) 7.
f6. Projections, including eaves, shall be one-
hour fire-res,istive construction, heavy timber
or of noncombustible material if they project
into. the 31 setback area from the property
line. Section 1710.
Show location of permanently wired smoke
detector, centrally located in corridor or
area giving access 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 connected to
a sounding device or other detector to provide
an alarm which will be audible in the sleeping
area. Section 1210.
When the valuation of a room addition or
repair exceeds $1,000, or when sleeping rooms
are
'
created, smoke detectors shall.be provided.
at existing bedrooms per item 16 above.-
P
ROOM,SIZES.. GB~. VENTIIATiom AxD GLAzim
~HaVitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
-,At-least one room shall have not less than 120 -
square feet of floor area.
Section 1207 (b).
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
..2/.-"~Openable' window are'a in habitable rooms mu st be : 1/20 of the floor area and a minii~um of. 5
,_square
'
feet. , In' bathrooms, laundry rooms and
,.similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. (Section 1205 (a)).
'At least~ 1/2 of the common wall must be open
and have an opening not less -than 25 sq.'ft.
~-nor one tenth of the floor area of the,interior
room if light and ventilation is being.supplied
from an adjacent room. Section 1205 (a). -
Required windows shall not open into a roofed
porch unless the ceiling height is at'least 7
feet, the longer.side is at least 65% open, and
the'porch abuts a stre
*
et, yard or court.
Section 1205 (a).
2 Provide mecha.
'
nical 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).
--,~6.-.No habitable room, other than a kitchen, shall
-_.be less than V0" in any dimension. Section
;~.1207 (c):
z~
7.' Show that ceiling height for habitable rooms is
_a minimum of 7 16". Section 1207 (a).
2~' 7
Show ceiling heigh for. laundry rooms, t ;.hallways, corridors, and bathrooms is a minimum % o f 7 1 011. Section 1207 (a).
..,Dimens
'
ion on the plans the 3011 clear width for'
water closet compartments .and 241
' I
clearance in
front of water closet. Section 511 (a).
030.'.Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing adjacent
to such doors and glazing adjacent to walking
sur faces. Section 5406. -4
7 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.
3 Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
.(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 4411 above the floor. The window
must have an openable area of a t least 5.7
square feet with the minim, openable width
20", and the minimum openable height 24".
Section 1204.
A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in the room below.
The mezzanine floor must have a clear 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 4211 in height. Section 1716.
3/_ The loft you- show* do es 'not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have not
less than 2 exits. Occupied roofs may have
one-exit if such occupied areas-are less than
500 square feet and located no higher than
immediately'abpve the second story. Section
3303 (a).
3~. Required exit doorways shall be not' less than
36" in width and not
'
less than 6'8". in height;
and shall be capable of opening at least 90
degrees. Section 3304 (e).
Provide 36" high protective railing
-
for
porches, balconies, and open tides of ~tair
landings. Openings between railing shall be
less than 6". Section 1711.
Show how guardrail connection details are
adequate to support 20 pounds per lineal foot
at a right.angle to the top rail. Table 23-B.
rM.
S Lt E) C-e, W-H-E
L 1'>)DeW1A_) 61 1A)rD,
Pro,~ide stairway and landing details. Section
(b) &,(c).
Maximum rise is 7" and minimum run is 11".
When the stairs serves less than 10
occupants, or serves an unoccupied roof,
Jise may be 8" maximum and run 9" minimum.
V.) Minimum headroom is 61 6".
Minimum width is 36".
401 ha'ndrails -per Section 3306..(
.
j), -shall
satisfy the following:
Provide handrail for stairways with 4 or
more risers.
'*.,Handrail shall be 30" to 3411 above the
nosing .of treads.
The--ha!hdgrip portion~of handrail shall be
not less than 1 .1/4" nor more than 2" in'
_44 cross-sectional dimension.-*
e
4~.*,Every stairway landing shall have a dimension,
measured in the direction of travel, at least
I to the stairway width. Such dinension qua
need'not exceed 36 inches. Section 3306 (g)~
:3304 (i).
41.
41.'A -
door may open inward at the top step of a
/-',stairway provided the top step is not more than
.-7 - 1/211 lower than the floor level. Section.
-3304 (h).
Provide details- of.winding stairway complying-'
.-with Section 3306 (d):
Minimum tiead is 6 inche's at any point and
minimum 9 inches at a point 12 inches from
'where the treads are nairowest.
01 Maximum rise is 8 inches.
Minimum width is 36 inches.
A5.;FProvide spiral stairway details, pet Section .,-3306- (f):
Minimum run is 7 1/2 inches -measured at a
point 12 inches from where the treads are
the narrowest.
is 9 1/2 inches. Maximum maximu ' rise
clear opening between risers is 6 inches.'
Minimum headroom is 6 feet 6 inches
The tread must, provide a clea walking
area measuring at'least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
4~. Spiral stairways may not be used for required
exits when the area served is greater thin 400
sq. ft. Section 3306 (f).
4 Provide 1'.C.B.O. Research Report and number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the building department or
note that the stairway fabrication plans shall
be submitted to and approved by the building
official prior to installation.
4 In buildings over-2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or,within
10 feet horizontaily of an exterio~ stair-way.
An exit, balcony with 2 separated stairways is
exempt. Section 3306 (1).
49./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
protection rating when the stair serves a
floor level having openings in two or more
floors below it.o An exit -balcony with two
separated stairways is exempt.
Section 3306 (1).
Exterior stairways -shall not project into the
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)
Withiii units, show that corridors. have a
minimum width of 36 inches. Section 3305 (b).
ROOFING
Specify roof slope.
:Roof slope is not. adequate for roof-type
specified. Table 32-B; Section 3203 (h).
Specify roof material and application.
".Chapter 32.
~6. S ' ify I.C.B.O.. or U.L. approval number for'' .peci
roof materials not covered in U.B.C., e.g.,
tile,*etc. Section 107.
~7.4~'T'he mta x"imum slope for a fire re tardant built-
'up. roof, with rock or gravel, surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
4: The minimum ilope for a fire retardant built-
up roof, with cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a), Section 2305 (f) and
Section 2511 (d) 6.
60 . Sh~w roof drains and overflows. Section 3207.
,,TProvide skylight details to show c
'
ompliance
with Sections 3401 and 5207 or provide I.C.B.O.
approval number.
Plast
'
ic skylights' must be separated from.each
other by'at least 4 feet. Section 5207 (a) 6.
603. Sl~ow ittic ventilation. - Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is**at least 3
feet above eave vents or cornice vents. Show
required area and area provided.
Section 3205 (c).
HASONU
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
X5- Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
,~comply with Section 3006 (d)l and Section 2515
(a). Show ties and .#9 wire in horizontal
,-joints.
.,.,Show height and construction. details of all
masonry walls. Chapter 24.
Note th
.
at cleanout openings shall be pro~ided
-at the bottom of all cells to be grout filled
in accordance with Table 24-G. Cleanouts shall
be sealed before grouting, after inspection.
Show. floor and roof connections to masonry
~,--~Walls. . Connection shall resist 200 pounds per
- '
'lineal foot - or the actual design 'load,
_...whichever is greater.~ *Cross grain tension or
bending in wood ledgers is.no
-
t permitted.
Section 2310 & 2312 (j)3A.
9 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 inimum 2" air space and flashing
between pm1anter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
Garage requires one-hour fire protection on
the'garage side of walls and ceiling common .to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
/3. Show 1 -3/8" solid core self-closing door for
openings between garage and'dwelling. Section
503 (d).
Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
A
An occupancy - separation is not required
between carport and residence, provided the
carport is open on two or more sides and has
no enclosed uses above.
Section 503 (a) Exception 3.
Show garage framing sections, size of header
over garage opening, lateral cross bracing at
plate line, method bracing Rarage front and
holddowns-if ren
NOTE: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width. Table 25-1.
7~. Doors may open into the garage only if the
floor or landing in the garage is not more
than one inch lower than the door threshold.
Section 3304 (h).
Provide an 1811 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 soil is
expansive and note the allowable bearing
value. Section 2905 (c).
The foundation plan does not comply with the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:
i r) SO) Ls C,1 7- ly &-F 4f A-R-1--5,5400
Provide notes on the foundation plan listing
'the - soils report recommendation for
..,'fou~ndations, slab and building pad preparation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications
'
have been reviewed and
that it - has been determined that the
%recommendations in the soils -report are
properly incorporated into the construction
—documents (when required by the soil report).
e soils report recommendations excavations be
.,reviewed by soils engineer.- Note on the
'L foundation plan that "Prior 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 soil§ report,
The utility trenches --,hAve -.b.een.properly
backfilled and compacted- and'
The foundation excavations, formings and
'reinforcements comply with the soils
report and approved plan."
Show height of all foundation walls. Chapter
'.','2 3.
8 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.*
Cha~ter 29. -
Note on.plans that wood shall be 6" minimum
—abo finish grade. Section 2907 (a). ye_
'Note on plans, that surface water will drain
away-from building and show. drainage pattern
and key elevations. Section 2905 (f).
For buildings adjacent to slopes steeper than
~Z_-I-x- 3:1, the top of any exterior foundation shall
,,,,.extend above the elevation of the street gutter
at point. of discharge or the inlet of an .-..approved drainage device a minimum of 1.2 inches
plus 2 percent.
Dimension foundation per U.-B.C. Table 29A:
Floors Pootiniz
Supported* .Stemwall 'Width Depth Thickness
1 611 1211 1211 611- 811
.2 151% - 1811 711
3 1011 1811 2411 811
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
X1.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Section 2907 (f).
/3. Specify size, I.C.B.O. number and manufacturer
of power driven pins. Show edge and end
distances and spacing..
Section 302 (c).
If required, show size, imbedment and location
of hold down anchors on foundation plan.
Section 2312 (f), 302 (c).
If hold downs are required, note on plan that
hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
.9~ steeper than 1:10. Section 2907 (c).
Show minimum 18" clearance from grade to
bottom of floor joists - and minimum 12"_
clearance to bottom of girders.
Section 2516 (c) 2.
Show pier 'size, spacing and depth into
undisturbed soil. Table 29-A. PAOVIZ?e ',PArD
F00771AJ67_6 q-7- 1111-1- 4-X6, P,0S7_S
I Show minialm underfloor access of 18" x 24".
Section 2516.(c).
1. Show minimum underfloor ventilation equal io 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) 6.
1 Specify that posts embedded in concrete shall
be pressure treated per UBC Std. No. 25-12.
Section. 2516 (c) 1.
FRAKM
Show wall bracing. Every exterior wood stud
wall and main cross-stud 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.
E In 2-story buildings, shear panels, at-the
Y-first story. (at least 48 inches in width)
shall be located at each end or as near
thereto as possible and comprise at least 25
percent of the linear length of the wall, or
p~ovide design. Section 2517(g)3.
0.
1~
5
.
"-'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 inlin6. Sec. 2506 (h), 2517 (d) 6.
1~
6..Show blocking at ends'and at supporti of floor
joists, rafters and trusses at exterior walls.
~Section 2517 (d) 3, 2517 (h) 6.
Y7.,.~how double joists. Floor joists shall be
doubled under bearing partitions running
-,,!parallel with the joists. 'Section 2517 (d) 5.
I ng partitions, perpendicular to joists,
not
*
be offset from supporting girders,
P walls or partitions, more than the depth
of the joist-,-S.ection 2517 (d) 5.
-1 9. 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
c i~ing joists' are-not parallel. Section 2517 el
(h) 4.
I Show rafter purlin braces to be not less than 19-45 degrees to the horizontal.
Section 2517 (h) 5.
. 11~1 'Show do*uble top plate with minimum 4811 lap
plice. Section 2517.(g). 2.
I ..'Show nailini will be iri compliance with Table.
25-Q.
,-,I 3.-'Show or note fire stops at the following
locations per Section 2516 (f):
,In concealed spaces of stud walls and
partitions, including furred spacesi at
the ceiling and floor levels and at 10
foot intervals along, the length of the
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 inline with
the run of stairs *if the walls under the
stairs are unfinished; and
in openings around vents, pipesi ducts,
chimneys, fireplaces and similar I
openings
which afford a passage for fire at
i
ceiling
and floor -levels, with noncombustible
materials.
Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 201 . Table 25-R-3.
1)A. Studs supporting two floors, a roof and
ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
/ 6. Note on A.I.T.C. Certif icate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 306 (f).
Detail all post-to-bea 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.
Specify nail size and spacing for all shear,
walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 1, J, K and
Section 4713,(d)).
Show 3" x 411 or 21' x 611 studs in first story
of three story building. Table 25-R-3.
Provide truss details and truss calculations
for this - project. Specify truss
identification numbers on the plans.
2. Show 1/2" minimum clearance between-top plate
of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
/3. Provide roof framing plan and floor framing
plan. Section 302 (c).
1/4. Provide framing sections through
Section 302 (c).
4
1/5. Specify all header sizes for opening over 41
wide. Section 2517 (g) 5.
6. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
5/10/89 7
Provide c~lculations for 1-ateral'loads', shear
panels, shear transfer and related. Section
302 (b).
Show on the plans all structural requirements
developed in the structural calculations.
Section 302 (c). (See comments below or at
end.)
9.'Columins 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 treated wood is used.
Section 2516 (c) 4.
1 0. Individual concrete or masonry piers :shall
project at least 8 inches above exposed ground
x,~'unless the coluibns.or posts which' they support
are of.-.approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4'.
Show location of attic access with minim, 'size
'2`211 x 30".' Section 3205.
(D
1 ~
~:,
Show draft separation.for attic areas between
units in a duplex. Section-2516 (f).
133 7Specify plywood thickness, grade. and panel
identification index. Table 25-N~
Wh~n`roof pitch is-less than 3:12, design, 'ridge*
as a Section 2517 (h).
.%If-foundation cripple wall studs are less than
-.1411 high, framing shall. be solid blocking.
Section 2517 .(g) 4.
Cripple wall studs exceeding 4 feet in height
shall be 3-inch by 4 inch or 2 inches by 6
-indhes when supporting 2 stories.
Section 2517 (g) 4.
.~l 7. Show ilywood sheathing over exposed eaves, or
other weather exposed are
'
as, is "bonded with
exterior glue." Plywood used for exterior wall
covering .shall be the exterior type. Section
2516 (i), 2516(g)3.
I Detail truss layout for.3011 x 3011'attic.access,
if required for equipment.-in the attic.
13~. Ridies, hips, and,valleys shall be at least one
,size larger than supported rafters. Section
2517 (h) 3.
l4f'.In open beam construction, provide strap
.
ties
across the bea s at the ridge support. Section
,2501 (b).
JEOPAIRks's),
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
-Code.
Sho w the size, location and type of all
heating and cooling appliances or systems.
CLA-F-1 F( . A-PP t T7 &A) / ->
142. shmi source of combustion air to furnace, per
Chapter 6, UMC.
3. Every dwelling unit shall be provided with
heating facilities capable of maintaining a'
room temp'erature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1211.
r..Show minimum' 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
l(5. Note on plans, clearances to be per .
manufacturer's listinlig'." Section 504, UMC.
6. 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.
1 7. Show I.C.B.O. approval number for pref ib
I fireplace.
1/8. Show access to the attic or underfloor furnace
to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.-.
1 9. Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches wide.
Section 708 UMC.
4 0. Show pei-manent electrical outlet and lighting.
.fixture controlled by.a switch for the attic'
furnace. Section,708 UMC.
1~ 1 ..,Show details to comply with Section 709.for
furnace under -the. flooi, or Section 710 for
roof or outside furnace.
Note on plan: Gas vents and non-combust ible
piping, in walls, passing through thrie floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
4
3. Provide dryer vent to 'outside. UMC, Section
1903.
5/10/89 8
ELWMC;kL (NATIONAL ELECTRICAL CODE)
All wiring shall comply with the National Electrical
Code..
Show on the plan the amperage of the electrical
service, the location of the service Panel and
'the location of any sub-panels. If service is
over _200 amps, submit single line diagram,
panel schedule and load calculations.
1 ~'Show location of all electrical receptacles.
..1 Electrical receptacle locations and/or spacing
not adequate in
Show at least one convenience-outlet other than
outlets for laundry,_iFtc.,, outdoors,'in garages
...and basements. NEC, Art. 210-K.
(9 Note convenience outlets in bathrooms, kitchen
,counter top(s) within 6 feet of the kitchen
sink; outdoors, and in garages and basements
(other than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
1 Note electrical- system ground to be provided
per NEC, Art. 250-81.
PLAMBDIG (UNIFORM PIAMBIM CODE)
Show -water heater size,, type and location on
plans. -UPC,-Section 1301.
Show source for p-roviding combustion air to
fuel burning water heater. If wall openings'in
an enclosure are used at least one-half of the Z required opening are'a shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
2.* Fuel combustion water heater' shalli not be
installed 'in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
Provide adequate barrier to protect water
,heater from vehicle'da—ge. UPC,- Section 1310.
1~
4..Show T and P valve on water heater and show
route of discharge,line-to exterior.
UPC, Section 1007 (e).
1 5..Note on the plan that hose bibbs and.lawn
-sprinkler system shall have approved ba6kflow
prevention -devices. UPC, Section 1003(h) Se
1 6. Show shower stall can accommodate a 3011 circle
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls
and, floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 25.
I 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.
1 9. Provide insulatiori in walls and ceiling to
achieve STC of 50 'between garage and living
area if garage use is not controlled by
resident. Title 25.
DMZGY MNSERVATION
S Permit applications received after June 30,
1988, are regulated by the new Residential
Energy Standards. Provide plans, calculations
and worksheets to show compliance.
S The new regulations - require a properly
completed and properly signed Form CF-1R to be
either imprinted on the plans; taped' to the
plans or "sticky backed" on the plans, to
.allow the building inspector to readily
com pare the actual construction with the
-requirements of the approved energy design.
S Section 1403(a)l, Title 24, states that'Form
CF-1R -shall be signed by the person
responsible for its preparation. The signer
shall be a civil engineer, mechanical
engineer, electrical engineer, architect,
general building 4 contractor, mechanical
contractor, or el6ctrical contractor licensed
or registered to practice by the State of
California or other individual eligible under
Division 3 of the Business and Professions
Code to sign such documents. Document signers
are subject to the limitations in Division 3
of the Business and Professions Code. Please
provide the signature.
S All energy items shown on the plans must be.in
agreement with the information shown on the
properly completed Form CF-lR.
_.5/10/8~ 9
Spetify on the buildiniz plans all of the
ndatory energy conservation requirements as
listed on 'the enclosure titled, "Mandatory
Energy Conservation ReQuirements".
(D5 Show the ' make, model and efficiency of
.
the
_.space heating (or cooling) system and provide
,.heat loss calculations if the 6utput exceeds
.45,000 BTU/Hr.
:-V~,-,For room additions, show 'that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition..
71 . Provide fluorescent general lighting in. kitchents) per CAC, Title 24, 2-5352(J).
Please see.-,additional corrections, or rew ks,
onthe following page-
CAkLSBAD S.F.D.'& DUPLEX SUPkZMENT
Energy conservation design should be for Zone
7 See attached energy packages.
Floor drains must , have auto-prime (city
'policy).
Note exhaust fans cannot be ductless type (city
policy).
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
~Jthe most south facing roof (City Ordinance No.
8093).
Y3.'Note "two 3/'411 copper pipes 'must be installed'
to the most. convenient future solar panel
1~-4'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).
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).
I Incorporate the waterproofing details, on the
attached Policy *80-8, where interior living
space occurs below grade at the masonry
wall(s).
1 6. Show on the Title. Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383..
All new residential buildings, including
additions, require a soils report., Please
submit two copies.
1~
8.' Heavy timber framing, minimum 611 x 10'! bpq-s
and minimum 811 x 811 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).
I UBC Adopting Ordinance 87 92 requires Fire
~9 Retardant roof on all structures (Sec.
18-04-230). Show. compliance with UBC Section
3203(e).
1~
0. City Ordinance 9792 requires two parking
spaces/unit with clear area of 20lx2O' i.e. no
washing machines, etd. Show compliance.
Please see additional corrections, or retmarks,
o 'the following page. n
The City of Carlsbad 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. If you have any questions
regarding City Building permit procedures, please
contact Carter' Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures:
-A-IA-) RA r76P-1 70 6&4-1 khf?
/93. tl -6 G 0 61~M A 7- F ",,J T. kt 1v7 OP L 6 crr- 4
.
6 -VE -XeSSe, D, S7 -
-Z 2, J
Al
'BUILDING PORTION BUILDING AREA 'VALUATION
MULTIPLI-ER
VALUE
Air Conditioning
Comme'rcial
Residential
Res. or Comm.
,Fire S-orinklers
..Total Value !1671
'Date a CITY OF CARLSBAD
C3 Bldg. Dept. Prepared byt
Atko-n. VALUATION AND PLAN CHECK-FEE .10 Esgil
PLAN CHECK NO.61-10603
BUILDING ADDRESS /Of Z- 6?L)E;VPr9-A 1~~D
APPLICANT/CONTACT -7/M ~HONE NO.
BUILDING OCCUPANCY F?- - DESIGNER PHONE
TYPE OF CONSTRUCTION 'CONTRACTOR PHONE
co
'8 uildirig Permit Fee $
Pi.an Check Fee
C 0 M M E N TS:
Plans received by.Esgil after July 31, 1987 shall have permit and
plan check.fees calculated per 1985 UBC.
SHEET OF 12/87
BUILDING PLANCHECK
ENGINEERING CHECKLIST
LEGEND
DATE: e/z A9 q Rf.ITEM COMPLETE
PLAN CHECK NO. ~8~1o(, -3 ITEM INCOMPLETE
PROJECT ADDRESS: NEEDS YOUR ACTION
N/A - NOT APPLICABLi
coeo E P0, TTO.,) 2--~-S;raxy
PROJECT NAME: WJ&qA-J0 &701rq*f1_J
LEGALREQUIREMENTS
Site Plan
F-1 'I. Provide. a fully dimensioned site plan drawn to scale. Show:
nor.th. .arrow, p'roperty *'lines, easements, ~xisting and -proposed
-structures, streets, existing *- street improvements, right-of-way
width and dimensioned setbacks.
2. Show ..on site pjan: Finish floor , elevations'. pad elevat ions,
elevations of fi nish grade -adjacent- to building, existing
...topographical lines, existing and proposed slopes, driveway with
percent grade and drainage patterns.
ET F-11 R,- 3. Provide legal-descripti6n and Assessors Parcel Number.
biscretionary"'Approval Compliance
.4 .
T No discretionary approvals were required-.
Project complies with all Engineering Conditions of Ap -roval p
for Project-No.
Project does not -comply, with the following Engineering
Conditions*of Approv4l,for Project No.
Conditions complied with' by- Date:
Fleld Review
Field review completed. No issues raised.
8., Field'review -completed. The followipg issues or discrepancies'
with the site plan were found:
*Site lacks,,adequate public improvements.
Existing drainage improvements not shown or in confli*ct with
site plan."
Site'. is. served by overhead power lines (Future Improvement
Agreement required).
D Grading' is required to access site, -create.' pad or provide
for ultimate street improvement.
Site access visibility'-p"robiems exist. Provide onsit'e
turnaround'or engineered solution to,problem..
Other-
Dedication Requirements
9.: -No dedication required.
10. Dedication required . Please have a registered Civil Engineer
or Land' Surveyor prepare the appropriate legal description.,
- together with an 8-1/2" 'x 11_" plat map and submit with a title
report and.the re4uired processing fee. . All easement .,documents
must . be -approved and. signed by owner(s)' prio'r to' 'issuance of
Building Permit.-, The- description of.,the dedication is as
follows:
.,Dedidation completed,-- Date: By:
Improvement Requirements
~11. No- public improvements required. SPECIAL 'NOTE: —Damaged 'or
defective improver6ents found adjacient to 'b~uilding., site must be-
repaired to the satisfaction 'of the City inspector prior
to occupancy.
Public improvemen'ts required., This project requires
construction,of public improvemen ts~ pursuant to Section '18.40 of
the 'City" Code.' Please have a registered- Civil. Engineer..prepare
appropriate, improvement ~plans and submit for separate plan check.
process through. the Engineering Department. - Improvement' plans
'Amust . be approved, appropriate secdrities posted ~nd ' fees. paid
prior to issuance of permit~ ;The required improvements are:
'_7
Improvement plans signed, Date: By:
Imirovements are':* required. Construction of the public
improvements .may be deferred in accordance with Section 18.40 of
the City Code. - Please submit a recent title , report, on the.
property, so we may prepare the - necessary Future Improvement
Agreement. The Future I;nprovement Agreement must ' be signed,
notorized' and appioved -by the City prior . to' issuance of a
Building Permit.
iut~ie Improvement-. Agreement- completed', Date-
B y
.
Grading Regiiiremehts
13a.. Inadequate information available orf site plan to make a
determination on grading requirements. Please provide more
detailed
'
proposed, and existing elevations and contour~.
Include accurate estimates of the 'grading quantities (cut;
fill, import, export).
14. No grading required as determined by. the information provided
on the site plan.
15.1. Grading Permit required. 'A separate grading -plan prepared 'b' y
a registered Civil Engine'er must be submitted for separate
plan check and approval through the' Engineering Department.
NOTE: The Grading Permii must be issued -and grading
substantially complete and, found acceptable to. the City
Inspector .prior to issuance of Building Permits.
Gr~dingjnsp'ector sign off. Date: By:
Miscellaneous.Permits
IV
V\, 16. Right-of-Way Permit 'not required.
17. Right-of-Way Permit . "required. A separate Right-of-Way- Permit
issued . by- the Engineering Department is required for the
following:
Sewer'Per'm*'it is not'required.
Sewer Permit is -required.- A Sewer Permit is,required conci~rrent
with Buiiding"Permit issuance. The fee required is noted below
in the fees section.,
Industrial Waste Permit is not required.
-~21.- Industr1ar Waste Permit is required. Applicant must complete
Industrial Waste . Permit _Application Form 'and subniit for 'City
approval' prior to issuance of Building Permits. Permits mu~t
be issued prior to occupancy.
Industrial.Waste Permit accepted
Date: By:
Fees Required -
22. Park-in-Lieu-Fee
'Quadrant': Fee Per Unit: Total Fee:,YIA
"23..* Traffic Impact Fee
Total Fee: 1~0 Zot Fee Per Unit:
~4.~~Bridge and,Thoroughfare Fee
Fee Per Unit: Total.Fee:
-25. Public Facilities'Fee req6ired.
26.'',Facilities Management 'Fee Zone: Fe~:
27~ -Sewer. Fees -Permit No. EDU's:_
Fee*
~2.L. ..Sewer Later:a'l requir6d:
~,F e: e
REMARKS:,
TO ISSUE P ENGINEERING AUTHbRIZATION.' ERMIT
BY:. Date:
~PLANNING CHECKLIST
Pl an Check N o. Address z": 22
A P N: —_2 ze:2-17
Pl ann'er Phone 438-1161 M M M 'Name)
Type of Project and Use
Zone Facili ties Management Zone
Legend U. U U
C C C Item Complete
Item, In~,ompl-ete,.-_,NfLeos your.,action,,.
1, 2, 3 Number in circle indicatei plancheck number that deficiency
was identified
e.' tal R' E,hv i ronm" n eview R6quired:. YES NO b"~TYPE
DATE OF COMPLETION:
Compliance.,w'i.th,,conditions.of approval? If not, state conditions which., require action'.'
Conditions of Approval
Discrifionary Action Required: YES NO "~TYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
qompliance with conditions of approval? If not, state conditions which
require action.
Conditions of_~Approval
'?ROVAL~:. Landscape: 'YtS- DATE' OF~,'V --'j '77.=-, ------ 7771_,'_.~'
Compli i . Ince
-
'w i ih cobditions -state"cohditions which El -ED ~6f a0`pr6val'T- I.f'-hot:"
require'acti6n.'
o'n d i ~ i o-h 's " 6 f A pi p r o v a
ICA 7 .Coastal: RO YES NO DATE OF APP VAL:' k.
M 11 F-1 Compliance with conditions of.approval? If not, state conditions which
require action .-
Conditions of Approval
-Plan:,,, I Site.,
~1. Provide 'a fully dimens'ioned site:.plah drawn to scale. Show:
North' arrow, property~,` Ti ne's,", easement'~',~ "ex'i ~t i Qg and proposed
structures; streets, existing street improvements , Wight-of-'way
width,.and dimensione'd, setbacks.,
Show ori Site Plan:. Finish floor el~vations, elevations of finish
grade adjacent to building, existing topographi,cal. lines, existing
and proposed slopes and driveway.
co 0 Provide legal description of property.
Provide,assessor's parcel number.,
4oning: IV/1- -2 7
ED-,[] C1 Setbacks: -
Front: Required c26 Shown Af
/,,5 Int. Side: Required Shown 10
Street Side: -Re"quired. Shown,
Rear: Required Sh own
~'2 Lot coverage: Require'd Shown
-.3. Height:- Required Shown
4. Parking: Spaces Require4~Shown
Guest Spaces Requir,ed Shown
Additional comments and remarks have been made on the building.olans. These
marked-up plans may be picked up'at the Building Department. These marked-up
plans must be resutxnitted with the revised plans for this project.
Have plans been-marke . d U p?. YES No
7.
Additional Comments
Iry
17
A _11-0 M
Of
U~EF' OK T_ ISS DATE
PLNCK.FRM
0--
_CERTIFICATION OF COMPLIANCE,
CITY OF CARLSBAD. Plan Check No
DEVELOPMENT PROCESSING SERVICES DIVISION
2075.LAS PALMAS CARLSBAD, CA .92009
438.1161
This for'm shall be use'd t'o determine the amount of school fees ior a pr - oject and to veri~y
,'that the project applicant has complied with the school 'fe~ requirements. No building
jermits for~ the projects shall. be' issued until the' certification is by t lie*~ signed
app~opriate school district and, rettirnedto the City of Carlsbad B~ilding~Department.
SCHOOL DISTRICT:
>4~,,C.ris6ad Unifie'd San Marcos Unified
f 6350 Yarrow Drive Ste. 'A 270 West San,Marcos Blvd.
"Carlsbad, C A 92009-' (438-5710) San.Marcos, CA 92069 (744-4776)
Encinitas Union Elementary,- San Dieguito Union High School- 189 Union Street 710 Encinitas Boulevard'.
Encinitas, CA.92024' (944-4306) Encinitas, CA 92024- -649,1), ".(753
:.',Proilect Applicant: I-Alv P APN:
Pro,: Ject -Address:
RESIDENTIAL: So. FT." of living area Number of dwelling units
SQ. F7. of .covered'area SQ. FT. of garage area
'COMMERCIAL/ INDUSTRIAL: SQ. FT.. AREA
Prepaied By'' Date'' _~12 0 51
------ -------- 7 -------- 7 --- r ----- 7 ---------------------- - ---------------
FEE-CERTIFICATION
'(To 'be completed by*,the,School.District)
f~~Appli~ant has complied. w.i t h fee,requirement under Government Cod.~ 53080
..Project is subject to an existing fee agreement
Project is.'exem'pt.from Go7vernment, Code -53080
Final.Map approval -and construction st.arted-before Sept.ember. 1, 1986.
(other'school fees .' aid) p
Other
%
-Residential Fee Levied.' $ Ok based on ~o :sq* ft
mm4ndust Fe Levied: $ sq. ft.@ "Co e, based on
%sc 6 District;Official- Title Date'
AB 29Z6 and SB 201 fe.es Are caippe'd at $1.53 per square.foot for residential.
AB 2926 is c,apped.,at $.25 per s"quare foot for' commercial/indusItrial...