HomeMy WebLinkAbout2601 EL RASTRO LN; ; CB920152; PermitB U I L D I N G P E R M I T Permit No: CB920152
03/06/92 12:00 Project No: A9200448
Page 1 of I Development No:
Job Address: 2601 EL RASTRO LN Str: Fl: Ste:
Permit Type: RESIDENTAL ADD/ALT 6680 03/06/92 0001 01 02 Parcel No: 255-113-08-00 C-F'RMT 265..00
Valuation: 23;214
Construction Type: VN
Occupancy Group: R3 Class Code: Status: ISSUED
Description: ADD 318 SF TO FAM. RM. Applied: 02/10/92
Apr/Issue: 03/06/92
Validated By: TP
Appi/Ownr : BRAMAN JEFF
2601 EL RASTRO LN —
CARLSBAD, CA. 92009
V
CONTRACTOR : MATHIS DENNIS' ) Lc. C570234 436-3435
3351 VENADO ST.'
CARLSBAD, 'CA. Th9 .'
*** Fees Required VeCl]ec3d & Credits
------------------
Fees: / 423.00
Adjustments: .00 Total CLedi: .00
Total Fees: 423-. un .Trl,Pavrent: \ 158.00
Fa1.ni:c Due:. i 265.00
Fee description . Units / Pee','rJri+ Ext fee Data
V .. k
a 7\ Building Permit — "-:)/ 243.00
Plan Check .
- ,'
158.00
Strong Motior Fee — V 2.00
* BUILDING TOTAL V l / 103.00 ED Enter "Y" for Electric Iu Fe?.. . / 10.00 Y
Enter "Y" for Remodel \ -i / 10.00 1
* ELECTRICAL TOTAL
' "J ,.' 20.00
-' U
/
g n'Vt(''.
.....,
:V
FINA APPROVAL
INSP. .. DATEJ
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMiT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
S
1. PEHNr•IYPE
A - Li Commercial Li New Building Li Tenant Improvement
B - 0 Industrial 0 New Building 0 Tenant Improvement
C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling )(Addition/Alteration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
0 Mechanical 0 Pool 13 Spa 0 Retaining Wall 0 Solar 0 Other__________
q9 --- )~x
CHECK NO.
rALS2 l//7L15ig. I Q( DEPOSIT_______________
4- 64 4 7 /d -Ml-01 02'
C-F'RMT 158.00
FOR OFFICE USE ONLY
Nearest Cross Street
LEGAL L)ESCRIVIION LLt No. suLxlivlslon Name/Number Unit No. - Phase No.
2--7q RA!4Utb cEt. PoWt2EffOSA 44
CHECK BELOW IF SUBMI flED:
02 Energy Calcs 02 Structural Calcs 02 Soils Report 0 1 Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE
DESCRIPTION OF WORK
SQ. FT. 3 1 # OF STORIES -k -
WN IA(1 PERBUN Ut different trom applicant)
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
APPLICANT CONTHAUIUR Li AGENT FOR CONTRACTOR U OWNER U AGENT FOR OWNER
NAME y1IA ADDRESS 3351 'Jeacto SI.
CITY cwrls6ad STATE CJ$ ZIP CODE qJCCA DAY TELEPHONE 4)(,-3'( 357
ADDRESS 2h,o I lOS*(O
CITY Car lis 6 & ci STATE (Pt ZIP CODE q200q DAY TELEPHONE
CX)NTRACTOR
NAME WC.+11, S. ADDRESS '-3351 yjjj .
CITY Co rtbad STATE (12k ZIP CODE DAY TELEPHONE( (19) ,'-3435
STATE DC. _# 57023 '1_LICENSE CLASS 6 CITY BUSINESS LIC. # i I4iis3
CITY STATE ZIP CODE DAY TELEPHONE STATE DC. #
WORKERS' WMPENSA11ON
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY ...........
,,,... ... ... ... ......... vvn.,.. L111b PC11111L Th lbbueu, i SIldil 001 empioy any person in any manner
POLICY NO. EXPIRATION DATE
so as to become subject to the Workers' Compensation Laws of California.
SIGNAT1JRE"D ( rv'.cL DATE ,.— io
Owner-Builder Declaration: I hereby affirm that T'am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
- any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES 13 NO
Is the
-
applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES 0 N
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 0 N
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF 11W OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION (DN'HIOL DISI1UCT.
9. WNSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME t4J LENDER'S ADDRESS
I certiry that I have read the application and state that_the_above_information_is_correct._1_agree_to_comply_with_all_Cityordinances_and_State_laws
relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL IJABIII'flES1 JUDGMENTS COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF 11W GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
SIGNATURE DATE:
TJNS CHWLE.D INSRE
DATE INSPECTOR
PERMIT # PLANCK #
JOB ADDRESS / EL 1A$77Z.O hAJ
TIME ARRIVE: TIME LEAVE:
CD LVL DESCRIPTION ACT COMMENTS
fli'.11f 'iJ 1924.01
.S 2' 1 cv&q ,Z.- Q8W,'/ -&r- iv-c
JYd ,e
PEPITS
6/15/fl
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
___ _]APPLICANT
TSDICTIO
JURISDICTION: s—i ry -f ' fl PLAN
LIFILE COPY PLAN CHECK NO: SET: UI PUPS
DESIGNER
PROJECTADDRESS: 2-tpo EU 'T7E)
PROJECT NAME: _6FiLA1D
fl The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified EL-jare resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
fl The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
D The applicant's copy of the check list has been sent to:
Esgil staff didnot advise the applicant contact person that
plan check has been completed.
J Esgil staff did advise applicant that the plan check has
been completed. Person contacted: :
Date contacted:_ Telephone #________________
REMARKS : 4>4 & Pt' ST
t-/ '-'co t&) '- 77,L
_?ti1Vi __fD&r1i&-J PV,&4-6 ,vreCio
P Alt i-i C-frJ r / AJ I 71 rct / J - L&7rJ4 E$.
By:$YEjj _A1-f7 Enclosures:___________________ ESGIL CORPORATION
EIGA LJCM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION: /77' öF
PLAN CHECK NO: q 2/2 SET: //
PROJECT ADDRESS: 211101 tL /1A77.0
PROJECT NAME: 3Fi-_
ARP C,&NT
c -JtTh IS DI C TI O
1--i PLAN CHECKER
FILE COPY
n ups
DESIGNER
fl The plans transmitted herewith have been corrected w
h
e
r
e
necessary and substantially comply with the jurisdict
i
o
n
'
s
building codes.
The plans transmitted herewith will substantially comp
l
y
with the jurisdiction's building codes when minor
d
e
f
i
c
i
e
n
-
cies identified are resolved and
checked by building department staff.
U The plans transmitted herewith have significant defici
e
n
c
i
e
s
identified on the enclosed check list and should be
c
o
r
r
e
c
t
e
d
and resubmitted for a complete recheck.
tmiz The check list transmitted herewith is for your inform
a
t
i
o
n
.
The plans are being held at Esgil Corp. until cor
r
e
c
t
e
d
plans are submitted for recheck.
F-1 The applicant's copy of the check list is enclosed for
t
h
e
jurisdiction to return to the applicant contact p
e
r
s
o
n
.
The applicant's copy of the check list has been sent
t
o
:
d271/
4 9
U Esgil staff did not advise the applicant contact per
s
o
n
t
h
a
t
plan check has been completed.
Esgil staff did advise applicant that the plan ch
e
c
k
h
a
s
been completed. Person contacted:PJAJ/$. /477I7 LFT'E'J
Date contacted:__________ Telephone #_______________
U REMARKS:
By: Enclosures: Enclosures:
ESGIL CORPORATION
EGA CM
OAV
JURISDICTION:
Date plans received by plan checker:--?/ 2
PLAN CHECK NO.:q z / 2- Date plan recheck completed:
By:
PROJECT ADDRESS: 24'O I /1 /?A 772
TO:
1V/fl+1S
RECHECK PLANCORRECTIONSHEET
FOREWORD:PLEASEREAD
Plan check is limited t
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enforced by the Planning
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,
Engineering Department or other
departments.
The items shown below ne
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before the plans will be
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w
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regulations. Per Sec. 303(c), of
the Uniform Building C
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,
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county or city law.
A. PLANS
Please make all correction
s
o
n
t
h
e
o
r
i
g
i
n
a
l
tracings and submit tw
o
n
e
w
s
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t
s
o
f
p
r
i
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t
s
,
and any original plan se
t
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t
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a
t
m
a
y
h
a
v
e
b
e
e
n
returned to you by the j
u
r
i
s
d
i
c
t
i
o
n
,
t
o
:
£~/L Caie,P.
To facilitate rechecking,
p
l
e
a
s
e
i
d
e
n
t
i
f
y
,
next to each item, the sheet of the
p
l
a
n
s
upon which each correction on t
h
i
s
s
h
e
e
t
h
a
s
been made and return this check sheet with
the revised plans.
G The following items hav
e
n
o
t
b
e
e
n
r
e
s
o
l
v
e
d
from previous plan reviews. The original
correction number has b
e
e
n
g
i
v
e
n
f
o
r
y
o
u
r
reference. In case you di
d
n
o
t
k
e
e
p
a
c
o
p
y
of the prior correcti
o
n
l
i
s
t
,
w
e
h
a
v
e
enclosed those pages con
t
a
i
n
i
n
g
t
h
e
s
t
i
l
l
outstanding corrections.
P
l
e
a
s
e
c
o
n
t
a
c
t
m
e
if you have any questions
regarding these
items.
() Please indicate here if any changes have
been made to the plans that are not a result
of corrections from this li
s
t
.
I
f
t
h
e
r
e
a
r
e
other changes, please briefly describe them
and where they are located on the plans.
Have changes been made t
o
t
h
e
p
l
a
n
s
n
o
t
resulting from this correcti
o
n
l
i
s
t
?
P
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e
check.
Yes No
Piei OPEC -z- Cu A-7 -'f 5
FO/ b/54i -Y/J X/T/' L-'--&
A-Vi_F
770,cJ.
Form No. RPCS.41290
ESG1L CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION CARLSBAD
PLAN CHECK NO: '2--- " SET:
PROJECT ADDRESS:
PROJECT NAME: A-)
fl APPLICANT
DICTIO
UPLAN CHECKER
flFILE COPY
D UPS
J DES I GNER
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's-building codes when minor deficien-
cies identified are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
t The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D 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:
fJ,kJfS ft1/-7771 33S7 Vjp-co-'~-
Esgil staff did not advise the applicant contact person that
plan check has been completed.
D Esgil staff did advise applicant that the plan check has
been completed. Person contacted: -
Date contacted: Telephone it
REMARKS:
By: 5''j PrLEE1/ Enclosures:
ESGIL CORPORATION
0GA fl CM
PLAN cIK NO: ____________________
JURISDIc.flON: CITY OF CARLSBAD
TO: P £;-N 41/ '41'77'7S
ENCLOSURES:
PROJECT ADDRESS: 2-7 f4itI
FLOOR AREA:
REMARKS:
PLAN CORRECTION s'lr
CITY OF CARLSBAD
SINGLE FAMILY AND DUPLEX IME[.LIWS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
2/If
Date initial plan check completed:
By:
' YF2-' A(L CSV)
Applicant contact person:
tW/1/5 Il/flhl6relephone:
FOREWORD: 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
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1990 NEC (eff. 7/1/91)
1988 UMC (eff. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To smeed up the recheck process, note on this list
(or a copy) where each correction item has been
addressed i.e., plan sheet, specification. etc. Be
sure to enclose the marked up list when you submit
the revised plans.
: •j.!ei :p:Ls.' : p Lsi u i i1j :.Li >.. : 'i ,::e b ; i : s (,) ; ps) • ) I!
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
r1D.j Esgil Corporation, 9320 Chesapeake Drive,
Suite 1e208, San Diego, California 92123,
(619) 560-168.
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
. Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
3 All sheets of plans must be signed by the
perscn responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations shall be
,f 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, garage, carport,
patio, deck and balcony. Section 302(d).
1) Provide a statement on the Title Sheet of the
'-' plans that this project shall comply with Title
24 and 1988 UBC, UMC and UPC and 1990 NEC.
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. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with mininrum slopes.
Section 302(d).
f. Indicate distance from property lines to
proposed building. Section 302(d).
Show on the title sheet all structures, pools,
I 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.
i4. On the cover sheet of the plans, specify any
/ items requiring special inspection, in a
format similar to that shown below or sticky
back.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
IT REQ. IF R21ARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD 'V.'ZLDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
3)3. Exterior walls closer than 3 feet to property
I lines shall be one-hour rated construction and
have no openings. Table 5-A.
7/9/91 2
/4. Exterior walls closer than 3 feet to a property
( line shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709.
iA. Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 1710.
i4. Eaves over required windows shall be not less
than 30 inches from the side and rear property
lines. Section 504.
Plastic skylights shall not be installed within
that portion of a roof located within a
distance to property line where openings in
exterior walls are prohibited or required to be
protected. Section 5207 (a) 7.
1. Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
'9. Show location of permanently wired smoke
detector:
Centrally located --in corridor or area
giving access to sleeping rooms.
On each story.
C. In the basement.
When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
In rooms adjacent to hallways serving
bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in
all sleeping areas of the unit. Section 1210
20. 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 19 above. Section
1210.
GAL RID(rIAL ROIRD4flTS
Habitable 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).
22 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
(,) Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum 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).
24. 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). c- /T1fJ.3&t ~t 22 3
5. 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 street, yard or court.
Section 1205 (a).
2. Provide mechanical ventilation capable of
I 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 (c).
7. Note that the discharge point for exhaust air
I will be at least 5 feet from any mechanical
ventilating intake. Section 1205(c).
f8- Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
Show that ceiling height for habitable rooms
is a minimum of 7'6". Section 1207 (a).
1. Show ceiling height for laundry rooms,
I hallways, corridors, and bathrooms is a
minimum of 71 0". Section 1207 (a).
3J2. Dimension on the plans the 30" clear width for
water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
33 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. ,1'LI.C-1vCf DOfr - .
. 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.
c)
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10/2/91 3
34. Sleeping rooms shall have a window or exterior L/5. Provide stairway and landing details. Section / door for emergency exit. Sill height shall not I 3306 (b), (c) and (p).
exceed 4.4" above the floor. The window must
have an openable area of at least 5.7 square . Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and I 11". When the stairs serves less than 10 the minimum openable height 24". Section 1204. ! occupants, or serves an unoccupied roof,
/ rise may be 8" maximum and run 9" 216. Basements in dwelling units shall comly with minimum.
I the above (even if not designated as sleeping
rooms). Section 1204. }1. Minimum headroom is 6'-8".
3. Walls and floors separating units in a duplex /. Minimum width is 36".
shall be of one-hour fire-resistive
construction. Provide details of the ~6. All handrails per Section 3306 (j), shall assemblies. Section 1202(b). satisfy the following:
A mezzanine is an intermediate floor and nay Provide handrail for stairways with 4 or not have a floor area exceeding 33 1/3 percent more risers. of the total floor area in the room below. The
mezzanine floor must have a clear height of 7 . Handrail shall be 34" to 38" above the feet, above and below, and must have the long I nosing of treads. side open to the room below except for posts 4 and protective walls or railings not exceeding . The handgrip portion of handrail shall be 42" in height. Section 1716. / not less than 1 1/211, nor more than 2" in
cross-sectional dimension. f3. The loft you show does not comply as a / mezzanine floor and is, by Uniform Building £47. Every stairway landing shall have a dimension, Code definition, a story. Section 1716. I measured in the direction of travel, at least
equal to the stairway width. Such dimension LO. Dwellings used for daycare for 7 to 12 children need not exceed 36 inches. Section 3306 (g), I shall comply with the special requirements in
Chapter 12 of Title 24. 3304 (j).
DCITS. STAIRWAYS, AND RAILINGS 4. An interior door may open inward at the top I step of a stairway provided the top step is
1/1. Floors above the second story shall have not not more than 7 1/2" lower than the floor I less than 2 exits. Exceptions: 1. Occupied level. Section 3304 (i). roofs may have one exit if such occupied areas
are less than 500 square feet and located no 9. Provide details of winding stairway complying
higher than immediately above the second story. I with Section 3306 (d): 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be . Minimum tread is 6 inches at any point provided. Section 3303(a). / and minimum 9 inches at a point 12 inches
from where the treads are narrowest. zq2. Required exit doorways shall be not less than i I 36" in width and not less than 6'8" in height, &. Maximum rise is 8 inches. and shall be capable of opening at least 90
degrees. Section 3304 (f). /. Minimum width is 36 inches.
4J3. Provide 36" high protective railing for
I porches, balconies, and open sides of stair
landings. Openings between railings shall be less than 6". Section 1711.
I
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.
10/2/91 4
Provide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a
/ point 12 inches from where the treads are
the narrowest.
J. Maximum rise is 9 1/2 inches. Maximum
/ clear opening between risers is 6 inches.
Minimum headroom is 6 feet 8 inches
4. The tread must provide a clear walking
( area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
Spiral stairways may not be used for required
/ exits when the area served is greater than 400
sq. ft. Section 3306 (f).
5. Provide I.C.B.O. Research Report and number for I 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.
5L 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
I space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m).
5. Within units, show that corridors have a
/ minimum width of 36 inches. Section 3305 (b).
Provide skylight details to show compliance ~2.
with Sections 3401 and 5207 or provide
I.C.B.O. approval number.
f. Plastic skylights must be separated from each
I other by at least 4 feet. Section 5207 (a) 6.
44. Show attic 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).
MASONRY
65. Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. chapter 37.
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.
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 not permitted.
Section 2310.
6. Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPOS
7. Garage requires one-hour fire protection on
the garage side of walls and ceiling coon to the dwelling. Table 5-B, Section 503 (d).
7. All elements supporting floor above garage,
I including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
7. 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.
ROOFING
~!' . Specify roof slope.
7. Roof slope is not adequate for roof type
specified. Table 32-B,C,D and E.
Specify roof material and application. chapter 32. p/fy s s. 181 s'9/k//iV9ZJM
/9Specify I.C.B.O. or IJ.L. approval number for
roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
çfo. Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a) and Section 2305 (f).
il-
Show roof drains and overflows. Section 3207.
12/18/90 5
7). 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.
715. Show garage framing sections, size of header
( over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I.
/6. 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 (1).
7. 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).
7. 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:__________________________________
Provide notes on the foundation plan listing
/ the soils report recommendation for
foundations, slab and building pad preparation.
1. Provide a letter from the soils engineer I 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).
The soils engineer recommended that he/she
review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that:
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations comply with
the intent of the soils report".
d3. Show height of all foundation walls. Chapter
/ 23.
Show height of retained earth on all
foundation walls. Chapter 23.
If cut or fill slopes exist, show distance of
I foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
§f7. Note on plans that surface water will drain
f away from building and show drainage pattern
and key elevations. Section 2905 (f).
88 Dimension foundation per U.B.C. Table 29A: eLAJ.
Floors Footing Supported* Stemwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
Foundations may support a roof in addition to the
floors. Where only, a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure treated,
I or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
I Section 2907 (f).
9/L Specify size, I.C.B.O. number and manufacturer
of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
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If required, show size, embedment and location
of hold down anchors on foundation plan.
Section 302 (d).
3. 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.
L. Show adequate footings under all bearing walls and shear walls. Section 2907 (b).
5. Show on the plans stepped footings for slopes
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.
;7• Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
S. Show minimum underfloor access of 18" x 26". / Section 2516 (c).
Show mini== underflocr ventilation equal to 1
sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c) 6.
FG
1. 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, Table 25-V.
In 2-story buildings, shear panels at the 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 provide design. Section 2517(g)3, Table 25-V.
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 inline. Sec. 2506 (h), 2517 (d) 6.
19'3. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
14. 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.
105 Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4. Aj,0011
216. Show rafter purlin braces to be not less than
145 degrees to the horizontal.
Section 2517 (h) 5.
007. Show double top plate with minimum 68" lap
splice. Section 2517 (g) 2.
0 108. Show nailing will be in cop1iance with Table
25-Q.
19. Show or note fire stops at the following
locations per Section 2516 (f):
. In concealed spaces of stud walls and
/ partitions, including furred spaces, at
the ceiling and floor levels and at 10 foot intervals along the length of the
wall;
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, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials.
11/0. In duplexes, draft stops shall be provided in
floor-ceiling assemblies and attics in line
with walls separating units and separating wilts from coon areas.
111. Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3.
12. 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.
3. Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
7/6/91
7
niL. Detail all post-to-beam and post-to-footing / connections and reference the detail to the
plan. Section 2516 (r).
i15. Detail shear transfer connections, including
I roof and floor diaphragms, to shear walls.
Section 2513.
11/6. Specify nail size and spacing for all shear
/ walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4714 (d)).
Provide truss details and truss calculations / for this project. Specify truss identification
numbers on the plans.
Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading will be as
designed).
19. Provide roof framing plan and floor framing
plan. Section 302 (d).
Ptei-d-e framing -5ection3 through
t- L-taiv
Section 302 (d).
,0121 Specify all header sizes for opening over 4'
wide. Section 2517 (g) 5.
122. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
1t3. Provide calculations for lateral loads, shear
panels, shear transfer and related. Section 302 (b).
12. In Seismic Zones 3 and 4, the allowable shear
wall values for drywall in Table 7-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads. Footnote 1.
Show on the plans all structural requirements
developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
117. Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
1. Show location of attic access with minimum
size 22" x 30". Section 3205.
11
9. Show draft separation for attic areas between
units in a duplex. Section 2516 (f).
1. 0. Specify plywood and/or particle board 1 thickness, grade arid panel identification
index. Table 25-S.
ll. When roof pitch is less than 3:12, design l ridge as a beam. Section 2517 (h).
If foundation cripple wall studs are less than
,14" high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
Cripple wall studs exceeding 4 feet in height
I shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
Show plywood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
Detail truss layout for 30" x 30" attic
I access, if required for equipment in the attic
and detail 30" x 30" clearance through truss
webs.
1j6. Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
Section 2517 (h) 3.
147. In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
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FECi i-y SIZE OF--
138 Note on the plans that "all weather-exposed
surfaces shall have a weather-resistive barrier
to protect the interior wall covering and that
exterior openings shall be flashed in such a
manner as to make them weatherproof". Section
1707.
MXANICAL (UNIF04 MEAN1CAL DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
139 Show the size, location and type of all heating
and cooling, appliances or systems..
i L2!7(
140. Every dwelling unit shall be provided with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. JBC, Sec. 1212.
ill. Note on the plans that the FAU closet or alcove I must be 12 inches wider than the furnace or
furnaces being installed. UMC Section 704.
142. Show minimum 30" deep_.. unobstructed working
space in front of furnace. Section 505, UMC.
1 3. 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.
114. Show source of combustion air to furnace, per
Chapter 6, UMC.
1115. Show access to the attic containing equipment
to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
lL. Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide, not more
than 20 feet in length through the attic.
Section 708 UMC.
]f47. Show permanent electrical outlet and lighting
fixture controlled by a switch for furnace
located in attic or underfloor space. Section
708 & 709 UMC.
11:8. Show details to comply with Section 709 for I furnace under the floor, or Section 710 for
roof or outside furnace.
119. Show I.C.B.0. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-B.
10. Note on the plans that approved spark
arrestors shall be installed on all chimneys.
Section 3704(h), Title 24.
ll. Note on plan: Gas vents and non-combustible
piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
12. Provide dryer vent to outside. UMC, Section
I 1903.
ELXTRICAL (NATIONAL ELXICAL CODE)
All wiring shall comply with the National
Electrical Code.
l3. 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.
Note on the plans: "Electrical outlets shall
be installed in accordance with NEC Article
210-52".
1/5. Note on the plans: "Lighting outlets
controlled by a wall switch shall be provided
in accordance with NEC Article 210-70".
16. Note on the plans: "Light fixtures installed
f in clothes closets will comply with NEC
Article 410-8".
1
7. Note on the plans: "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.
]8. Note electrical system ground to be provided
I per NEC, Art. 250-80(a), 81(c).
PLUMBING (uNIFoJ4 FUMIM CODE)
Show water heater size, type and location on
plans. UPC, Section 1301.
10/2/91 9
1. Show source for providing combustion air to
fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the
required opening area shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
11. Fuel combustion water heater shall 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 damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
Show I and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
14. Show that water heater is adequately braced to
resist seismic forces, when not connected by
rigid pipe. UFIC Section 504(d).
145. Show shower stall can accommodate a 30" circle
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
116. Provide clothes washer hook-up for each unit.
Title 24, Part 3.
T. New water closets and associated flushometer
valves, if any, shall use no more than 1.6
gallons per flush and shall meet performance
standards established by the American National
Standards Institute Standard A112.19.2, and
urinals and associated flushometer valves, if
any, shall use no more than one gallon per
flush and shall meet performance standards established by the American National Standards
Institute Standard A112.19.2. H & S Code, Section 17921.3(b).
NOISE INSULATION (DUPLEXES)
18. Show details of duplex common (party) walls and
floor/ceiling assemblies to achieve a Sound
Transmission Class (SIC) rating in walls of 50
decibels and an Impact Insulation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
149. 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 24.
ill 0. Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
T. Provide plans, calculations and worksheets to
show compliance with current energy standards.
172 The 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 compare the
actual construction with the requirements of
the approved energy design.
13. All energy items shown on the plans must be in
I agreement with the information shown on the
properly completed Form CF-1R.
174 Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
17JL Show the make, model and efficiency of the
space heating (or cooling) system and provide
- heat loss calculations if the output exceeds = 45,000 BTU/Hr.
1/6. For room additions, show that the glazing area
I of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
1 7. Provide fluorescent general lighting in
kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S.F. D. & DUPLEX SUPPLEMENT
1/18. Energy conservation design should be for Zone
7.
It. Floor drains must have auto-prime (city
policy).
140. For gas piping under slabs that serve kitchen
( island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
]4 1. Note exhaust fans cannot be ductless type
I (city policy).
I . New residential units must be pre-plumbed for
future solar water heating. Note "two roof
A must be installed" where the water heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
1/17/92 10
13. Note "two 3/4" copper pipes must be installed
( to the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the most
south facing roof. (City Ordinance No. 8093).
l4. 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).
ids. Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
l'6. Show on the Title Sheet on the plans, the
I information required by the attached
Developmental Services Sheet 112383.
187 All new residential buildings, including
additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
p ans.
Heavy timber framing, minimum 6" x 10" beams
and minimum 8" x 8" 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).
All structures require a Class B roof covering,
j except room additions. If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
16. City Ordinance 9792 requires two parking
spaces/unit with clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
ll. All chimneys attached to any appliance or
/ fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
19/2. Only tank-type water closets that use an
J average of 1.6 gallons of water per flush or
less, and urinals and associated flushometer
valves, that use an average of 1 gallon of
water per flusn or less shall be installed in
new construction. These provisions shall
apply to existing buildings only when toilets
are being replaced in existing bathrooms or
installed in new bathrooms.
MISCELLANEOUS
193 Please see additional corrections, or remarks,
on the following page.
194 To speed up the recheck process, note on this
list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
195 Please indicate here if any changes have been
made to the plans that are not a result of
corrections from this list. If there are
other changes, please briefly describe them
and where they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these plan check items, please contact__________________
5y Ai&-1
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures:
1/17/92 11
Date i_____ Jurisdiction CARLSBAD
Prepared by: o Bldg. Dept.
4-z'31 VALUATION AND PLAN CHECK FEE o Esgil
PLAN CHECK NO.
BUILDING ADDRESS - 27 ' _,A-JCH-oDL_ A-
APPLICANT/CONTACT 7/Lh/ PHONE NO.
BUILDING OCCUPANCY DESIGNER PHONE_____________
TYPE OF CONSTRUCTION V/J CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION
?WLTIPLIER
VALUE
Air Conditioning-.
Commercial I @-
Residential
Res. or Comm.
- Fire Sprinklers I 1
Total Value
Buildirid Permit Fee $
Plan Check Fee $ $ /STZ""°
COMMN TS-
SHEET OF_____ 12/87
BUILDING PLANCHECK
ENGINEERING CHECKLIST /
DATE: ; ITEM COMPLETE
PLANCHECK NO. (B'Z -OEi2_ ITEM INCOMPLETE
- NEEDS YOUR ACTION
1 2 3 g-L- RA[ ITEM SELECTED
S N R
T D D E\rrnA AWrflON
C C C PROJECT ID: 2--
-ç. uAflO'i
C C C LEGAL REQUIREMENTS
K,K K Site Plan
MV E 1. Provide a fully dimensioned site plan drawn to scale.
Show: north arrow, property lines, easements, existing and
proposed structures, streets, existing street improvements,
right-of-way width and dimension setbacks.
El 0 2. Show on site plan: Finish floor elevations, pad
elevations, elevations of finish grade adjacent to
building, existing topographical lines, existing and
proposed slopes, driveway with percent (%) grade and
/ drainage patterns.
3. Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliance
E 4. No Discretionary approvals were required.
E E E 5. Project complies with all Engineering Conditions of
Approval for Project No._________________
6. Project does not comply with the.. following Engineering
Conditions of Approval for Project No.___________________
Conditions complied with by: Date:
Field Review
LZI 7. Field review completed. No issues raised.
8. Field review completed. The following issues or
discrepancies with the site plan were found:
Site lacks adequate public improvements
Existing drainage improvements not shown or in
conflict with site plan.
0 El El C. Site is served by overhead power lines.
P:\DOCS\MISFORMS\FRMOOIO.DH REV. 02/27/91
F7 7 E D. Grading is required to access site, create pad or
provide for ultimate street improvement.
Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
El El El Other:____________________________________________
Dedication Requirements
No dedication required.
Dedication required. Please have a registered Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8½" x 11" plat map and submit
with a title report and the required processing fee. All
easement documents must be approved and signed by owner(s)
prior to issuance of Building Permit. The description of
the dedication is as follows:___________________________
Dedication completed, Date By:
/ Improvement Requirements
No public improvements required. SPECIAL NOTE: Damaged or
defective improvements found adjacent to building site must
be repaired to the satisfaction of the City inspector prior
to occupancy.
77712. Public improvements required. This project requires
construction of public improvements pursuant to Section
18.40 of the City Code. Please have a registered Civil
Engineer prepare appropriate improvement plans and submit
for separate plancheck process through the Engineering
Department. Improvement plans must be approved,
appropriate securities posted and fees paid prior to
issuance of permit. The required improvements are:______
Improvement plans signed, Date: by:
P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91
Improvements are required. Construction of the public
improvements may be deferred in accordance with Section
18.40 of the City Code. Please submit a letter requesting
deferral of the required improvements together with a
recent title report on the property and the appropriate
processing fee so we may prepare the necessary Future
Improvement Agreement. The Future Improvement Agreement
must be signed, notarized and approved by the City prior to
issuance of a Building Permit.
Future Improvement Agreement completed, Date:
By:
F7 F7 El 13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
dE El No grading required as determined by the information
provided on the site plan.
E 7 7 15. Grading Permit required. A separate grading plan prepared
by a registered Civil Engineer must be submitted for
separate plan check and approval through the Engineering
Department. NOTE: The Grading Permit must be issued and
grading substantially complete and found acceptable to the
City Inspector prior to issuance of Building Permits.
Grading Inspector sign off. Date: by:
Miscellaneous Permits
Right-of-Way Permit not required.
Right-of-Way Permit required. A separate Right-of-Way
Permit issued by the Engineering Department is required for
the following:_____
Id El 18. Sewer Permit is not required.
Sewer Permit is required. A sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
Industrial Waste Permit is not required.
P:\OOCS\M1SFORMS\FRMW1O.DH
REV. 02/27/91
21. Industrial Waste Permit is required. Applicant must
complete Industrial Waste Permit Application Form and
submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy.
Industrial Waster Permit accepted -
Date: By:
Fees Required
D \4 27. Park-in-Lieu Fee
Quadrant: Fee per Unit:
I Total Fees:-
Traffic Impact Fee
Fee Per Unit: Total Fee:
Bridge and Thorough fare Fee
Fee Per Unit: Total Fee:
is
25. Public Facilities Fee required.
Facilities Management Fee Zone: Fee:
Sewer Fees Permit No. EDU's_______
Benefit Area: Fee:_______________
Sewer Lateral Required:
Fee:
REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERNIT
P:\D0CS\MISF0RMS\FRM0010.DH REV. 02/27/91
PLANNING CHECKLIST
Plan Check No. - /.2 Address 0/ / A'asfro
Planner Dacit 1 - Phone 438-1161 ext. 232?
(Name)
APN: S5- 113 -0Y
Type of Project and Use 1'c. 641
Zone Pc- Facilities Management Zone /2
Legend
. . kA U U
c , U
C C 40 cc
Item Complete
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES - NO
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
0 ZOO" Discretionary Action Required: YES NO
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
R'60 California Coastal Commission Permit Required: YES - NO
DATE OF APPROVAL:
San Diego Coast District, 3111 Caniino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
a
Landscape Plan Required: YES ___ NO
See attached submittal requirements for landscape plans
Site Plan:
0 0 Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing Street improvements, right-of-way width and
dimensioned setbacks.
0 Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
// Provide legal description of property.
O 0 Provide assessor's parcel number.
Zoning:
0 I3"D Setbacks:
Front: Required Shown 2' /
Int. Side: Required /t7' Shown )'
Street Side: Required XM Shown S
Rear: Required '2 Shown Z7'
y6 0 Lot coverage: Required . 'M' Shown 2/OL
0 Height: Required *-) Shown )P"
1'D 0 Parking: Spaces Required Shown
Guest Spaces Required Shown
0 0 0 Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE J
PLNCK.FRM
.It