HomeMy WebLinkAbout1821 RATCLIFF RD; ; CB973756; PermitB U I L D I N G P E R M I T Permit No: CB973756
02/13/98 11:59 Project No: A9704844
Page 1 of 1 Development No:
Job Address: 1821 RATCLIFF RD Suite:
Permit Tpe; RESIDENTAL ADD/ALT 4061 02/13/98 0001 01 02
Parcel No: 156-270-07-00 Lot#: PRMT 226-00
Valuation: 25,192 Construction Type: VN
Occupancy Group: Ref erence#: Status: ISSUED
Description: 268 RAD-EXT MASTER BEDRM Applied: 12/08/97
Apr/Issue: 02/13/98
Entered By: RMA
Appl/Ownr : WOODS, APRIL 760 720-9651
1821 RATCLIFF RD
CARLSBAD CA 92008
*** Fees Required *** Fëesollected & Credits
Fees: 5800 (9;~Tota-!\ / Adjustments: / . 0.0\ iGredi ts: .00
Total Fees: ,580.d.) ToaI'P'aynien1s: 354.00
/ .Ba.lazide Due \ 226.00
Fee
-------
description it /Unit Ext fee Data
Building Permit / PZ / \ 259.00
Plan Check. / - ----- 168.00
Strong Motion Fee - 3.00
* BUILDING TOTAL ..~ I 430.00
Enter "Y" for Plumbing Is.s.ie FJej '-p- / 20.00 1
Each Plumbing Fixture or \i '1JL/I ) 4 / 7.0c 28.00
Each Building Sewer \ / 15.09 15.00
Each Install/RePai\Water Line > , 1/ 7.0,b 7.00
Each Water Heater aiad/or Vett IN ORP 1 7.O0 7.00
Enter UU for Electr'i.c ~iZe"Fee 5O 19 52
RATED / ( / 10.00 1
Single Phase Per AMP \ \S —J 101, 1.25 25.00
Enter "1" for Remodel \ j> 10.00 Y
Enter '1' for Mechanical ",IssueF'>, 15.00 1
Each Install Fireplace cr> 6.50 6.50
Each Exhaust Fan > 1 650 6.50
HNALAPpROvp
VINSP44DATE4J4L
CLEARANCE_
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
tot
SEWER PERMIT
02/13/98 11:29 -
Page 1 o 1
Job Address: 1821 RATCLIFF RD
Permit Type: SEWER - RESIDENTIAL
Parcel No: 156-270-07-00
-
Description: 268 RAD-EXT MASTER BEDRM&568
SF 2ND DWELLING UNIT
Permitee: WOODS, APRIL
1821 RATCLIFF RD
CARLSBAD CA 92008
*** Fees Required ***
Fees: . .1,81040
.Adjustments: /.o
Total Feesr I 10.
Fee description I.
Enter Number of U71it
Total EDUs
Sewer Fee I n N Enter Sewer EDUs in éhef it Are>
* SEWER TOTAL I t•. i'flni '
Permit No: SE970227
Bldg PlanCk#:
Suite:
4061 02/13/98 0001 01 02
C-PRMT 1810-00
Status: ISSUED
Applied: 12/1.7/97
-. Apr/Issue: 02/13/98
760 720-9651 Expired:
Prepared By: RMA
esollected & Credits
---------------------------
00
Tota1('aytent'S: .00
tiies
1,810.00
ethiit Ext fee Data -------------------
1.00
1.00
1810.00 00
1810.00
INCORPORATED
1952
0
F1 L PROvii
.
INS !/DATE //
- CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
:OR OFFICE USE
'LAN CHECK NO 37j-'
I
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
aaress unciuoe mag,buite if; - - . usuness Name tat this address)
Legal Description q Lot No Subdivision Name/Number Unit No Phase No - Total #of units
Assessor's Existing Use Proposed Use
'Name - Address . City State/Zip - Telephone # Fax # -,
ODgent for Owne
Name - . . Address City State/Zip Telephone #
Name • I Address City State/Zip Telephone #
27 .. .::.....'
(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, commending 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 [$5001).
Name Address City State/Zip Telephone #
State License # License Class - City Business License # -
Designer Name Address City State/Zip Telephone
State License #
-.---------------..,. . -
--
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date__________________
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS)
CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful; and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor, code. Interest and attorney's fees.
SIGNATURE . - -. - DATE
1öWNER BUILDER DECLAATION -
Xc
'neby affirm that I am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wagesas their sole compensation, will do the work and the structure is not intended or offered for sale
. 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:
I personally plan to provide the major labor and materials for construction of the proposed property 'improvement. 'YES ONO
I (have / have not) signed an appliéàtion for a building permit for the proposed work. -
I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):-
'I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone
number / contractors license number):
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address /.phone number / type
of work): "
PROPERTY OWNER SIGNATURE ( ) t1LL- . DATE
TT.
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? 0 YES 0 NO
Is the applicant or future building occupant-required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within. 1,000 feet of the outer boundary of a school site? 0 YES. 0 NO•
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
.0 STR TO LE D GAGENC .....Ii . U 1, I Fl Ill . ...1
I hereby affirm that there is a construction -lending. agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).'
LENDER'S NAME ' . LENDER'S ADDRESS ,
1APPUCANT.CERTIFICATION
I certify that I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to. building construction. I hereby authorize representatives of the Citti 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 LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 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 ork is corn nced for a period of 180 days (Section 106.4.4 Uniform Building Code). /
,01P APPLICANT'S SIGNATURE 1lpL./ Zki_ DATE )t 4P / '11
REMARKS: C/APRIL/720-9651
SPECIAL INSTRUCT:
TOTAL TIME:
--RELATED PERMITS-- PERNIT# TYPE
SE970227 SWRSD
STA...
ISSUED
INS
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB973756 FOR 06/29/98
DESCRIPTION: 268 RAD-EXT MASTER BEDR1'I
TYPE: RAD
JOB ADDRESS: 1821 RATCLIFF RD
APPLICANT: WOODS, APRIL PHONE:
CONTRACTOR: PHONE:
OWNER: PHONE:
INSPECTOR AREA P1
PLANCK# CB973756
0CC GRP
CONSTR. TYPE VN
STE: LOT:
760 720-9651
CD LVL DESCRIPTION ACT COMMENTS
23 PL Gas/Test/Repairs
34 EL Rough Electric 1,i -c..
J*e -
1
***** INSPECTION HISTORY *****
DATE. DESCRIPTION ACT INSP
062298 Final Combo CA P1
061798 Exterior Lath/Drywall AP P1
060898 Interior Lath/Drywall AP P1
060598 Frame/Steel/Bolting/Welding AP P1
060198 Insulation AP PY
052998 Insulation CO P1
051998 Frame/Steel/Bolting/Welding AP P1
051998 Rough/Topout AP P1
051998 Rough Electric AP P1
050698 Roof/Reroof AP P1
050698 ..Rough/Topout NR P1
050698 Shear Panels/HD's AP P1
031098 Ftg/Foundation/Piers AP P1
030998 Ftg/Foundation/Piers CO P1
030498 Ftg/Foundation/Piers CO P1
030498 Sewer/Water Service CO P1
COMMENTS
NEED R30 @ CEILING
NEED 3 1/2 FOR SLAB
NEED SOILS REPORT
NOT FILLED
OWNERS NAME:
PERMIT NO,
BUILD
APPROVED TO COVER
Type of Inspection Date Inspector Notes
BUILDING
FOUNDATION '
REINFORCED STEEL
MASONRY
0 GROUT 0 WALL DRAINS
TILT PANELS
POUR STRIPS
COLUMN FOOTINGS
SUBFRAME 0 FLOOR 0 CEILING
ROOF SHEATHING
// EXT. SHEAR PANELS
- FRAME j
INSULATION 4y (q
' EXTERIOR LATH
INTERIOR LATH & DRYWALL —bja 0015C FINAL
PLUMBING
O SEWER AND BUCO 0 P1/CO
- UNDERGROUND 0 WASTE 13 WATER
TOP OUT 0 WASTE 0 WATER
TUB AND SHOWER PAN
a GAS TEST 0 GAS PIPING
0 WATER HEATER 0 SOLAR WATER
FINAL
-- ELECTRICAL
O ELECTRIC UNDERGROUND 0 UFER
ROUGH ELECTRIC WALLS
ROUGH ELECTRIC CEILING
_______
O ELECTRIC SERVICE 0 TEMPORARY
Cl BONDING 0 POOL
FINAL —
MECHANICAL
UNDERGROUND DUCTS & PIPING
0 DUCT & PLEM. 0 REF. PIPING
HEAT - AIR CON D. SYSTEMS
VENTILATING SYSTEMS
FINAL
CALL FOR FINAL INSPECTION WHEN ALLAPPROPRIATE ITEMS ABOVE HAVE BEEN PROVED FINAL Sign When Appropriate
Building Dept. (Inspections) 438-3101
Fare Department 931-2121
Planning Department 438-1161 IF
Engineering Dept. (Inspections) 438-3891 —
Building Inspectors (7am-4pm) 438-3550
CMWO 438-2722 Ext 15
Water Inspections 438-3891
REV 6196 RACk- r.O COCtI*I
CO 39Vd SUOUII -iiadv I960L-09L 11:00 8661/ZZ/11
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97t' iT •1 11 ?f/7722 ,447R:. # dL c2 fw2417/
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7612 / - $',97€V / 776w' ,J•
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EsGil Corporation
fProfe.csioruiJP(an Review Engineers
DATE: 1/22/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 97-3756
PROJECT ADDRESS: 1821 Ratcliff Rd.
PROJECT NAME: Woods Room Addition
SET: Ill
0 ICANT
JURIS.
0 PLAN REVIEWER
0 FILE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below 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.
LI The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
F-1 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
LI The applicant's copy of the check list has been sent to:
R Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Ron Alvarez In person recheck •
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
LI REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA 0 CM 0 EJ 0 Pc log trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576
EsGil Corporation
ProfessioiwJP(an Review £ngineers.
DATE: 1/14/98
JURISDICTION: Carlsbad
PLAN CHECK NO.: 97-3756 SET: II
PROJECT ADDRESS: 1821 Ratcliff Rd.
PROJECT NAME: Woods Room Addition
APPLICANT
FLAfURE VIE WER
D FILE
LI The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
LI The applicant's copy of the check list is enclosed for the jurisdiction. to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
April Woods
1821 Ratcliff Rd. Carlsbad, Ca. 92008
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
LI Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
LI REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA 0 CM 0 EJ 0 PC 1/7/98 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619)560-1576
Carlsbad 97-3756
1/14/98
GENERAL PLAN CORRECTION LIST
JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3756
PROJECT ADDRESS: 1821 Ratcli.ff Rd.
DATE PLAN RECEIVED BY DATE REVIEW COMPLETED:
ESGIL CORPORATION: 117/98 1/14/98
REVIEWED BY: Mike Puckett
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in th
e
U
n
i
f
o
r
m
B
u
i
l
d
i
n
g
Code, Uniform Plumbing Code, Uniform Mechanical Code, National E
l
e
c
t
r
i
c
a
l
C
o
d
e
a
n
d
s
t
a
t
e
laws regulating energy conservation, noise attenuation and disabled a
c
c
e
s
s
.
T
h
i
s
p
l
a
n
r
e
v
i
e
w
is based on regulations enforced by the Building Department. You
m
a
y
h
a
v
e
o
t
h
e
r
c
o
r
r
e
c
t
i
o
n
s
based on laws and ordinances enforced by the Planning Department
,
E
n
g
i
n
e
e
r
i
n
g
D
e
p
a
r
t
m
e
n
t
or other departments.
The following items listed need clarification, modification or change. Al
l
i
t
e
m
s
m
u
s
t
b
e
S
a
t
i
s
f
i
e
d
before the plans will be in conformance with the cited codes and re
g
u
l
a
t
i
o
n
s
.
P
e
r
S
e
c
.
1
0
6
.
4
.
3
,
1994 Uniform Building Code, the approval of the plans does not
p
e
r
m
i
t
t
h
e
v
i
o
l
a
t
i
o
n
o
f
a
n
y
state, county or city law.
Please make all corrections on the original, tracings and submit two
n
e
w
s
e
t
s
o
f
p
r
i
n
t
s
t
o
:
ESGIL CORPORATION.
To facilitate rechecking, please identify, next to each item, the
s
h
e
e
t
o
f
t
h
e
p
l
a
n
s
u
p
o
n
which each correction on this sheet has been made and return th
i
s
s
h
e
e
t
w
i
t
h
t
h
e
r
e
v
i
s
e
d
plans.
Please indicate here if any changes have been made to the plans
t
h
a
t
a
r
e
n
o
t
a
r
e
s
u
l
t
o
f
corrections from this list. If there are other changes, please briefly
d
e
s
c
r
i
b
e
t
h
e
m
a
n
d
where they are located on the plans. Have changes been made not
r
e
s
u
l
t
i
n
g
f
r
o
m
t
h
i
s
list?
DYes No
The following list are corrections from .the previous plan chec
k
t
h
a
t
w
e
r
e
n
o
t
completely addressed.
1. Provide a valid approval number for the roofing material. ICBO shows
n
o
s
u
c
h
l
i
s
t
i
n
g
,
but more than likely the composition shingles are UL listed. The
l
i
s
t
i
n
g
n
u
m
b
e
r
i
s
o
n
each bundlei of shingles.
Carlsbad 97-3756
1/14/98
Please reference on the Framing Plan where detail 3/6 occurs at party
w
a
l
l
.
C
h
a
n
g
e
detail 3/6 to show a 1 hour wall covering i.e. 5/8" drywall on both sides of wall for the
required fire rated separation between units.
The plans show a wall furnace on the interior wall of the living room yet
t
h
e
b
r
o
c
h
u
r
e
provided and the GEl R show a direct vent type of wall furnace that is to be
i
n
s
t
a
l
l
e
d
o
n
an outside wall. Show correct location of Wall furnace.
The regulations require a properly completed and properly signed Form
C
F
-
I
R
t
o
be either imprinted on the plans, taped to the plans or "sticky backe
d
"
o
n
t
h
e
plans, to allow the building inspector to readily compare the actual cons
t
r
u
c
t
i
o
n
w
i
t
h
t
h
e
requirements of the approved energy design.
Specify on the building plans all of the mandatory energy conservation requir
e
m
e
n
t
s
a
s
listed on the enclosure titled, "Mandatory Measures Checklist".
All energy items shown on the plans must be in agreement with the infor
m
a
t
i
o
n
s
h
o
w
n
on the properly completed Form CF-IR. The CFI R form shows a furnace
w
i
t
h
a
7
8
%
efficiency, but the furnace proposed only has a 73% efficiency. When usin
g
t
h
e
prescriptive package there is no deviations allowed. The proposed hea
t
s
o
u
r
c
e
m
u
s
t
b
e
78% efficient or a point system must be provided that provides a energy de
s
i
g
n
t
h
a
t
allows for a less efficient heat source. Please correct by one means or anothe
r
.
Please note on CFIR that the proposed windows are dual glazed as per ener
g
y
p
a
c
k
a
g
e
requirements.
Is the new electrical service shown at the addition for the entire house
a
n
d
g
u
e
s
t
h
o
u
s
e
or only for the guest house? If the new electrical service is for the guest
h
o
u
s
e
o
n
l
y
i
t
must be located in the same vicinity of the electrical service for the existing
h
o
u
s
e
a
n
d
be shown on plans as such. Please identify.
The jurisdiction has contracted with Esgil Corporation located at 9320 Ches
a
p
e
a
k
e
Drive, Suite 208, San Diego, California 92123; telephone number of 619
/
5
6
0
-
1
4
6
8
,
t
o
perform the plan review for your project. If you, have any questions regardin
g
t
h
e
s
e
p
l
a
n
review items, please contact Mike Puckett at Esgil Corporation. Thank you.
EsGil Corporation
Profe.csiona(!P(an Review Enqineers
DATE: 12/18/97
JURISDICTION: Carlsbad
PLAN CHECK NO.: 97-3756 SET:!
PROJECT ADDRESS: 1821 Ratcliff Rd.
PROJECT NAME: Woods Room Addition
U.g14CANT JUFIS.
N REVIEWER
U FILE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
El The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
J The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information: The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
April Woods
1821 Ratcliff Rd. Carlsbad, Ca. 92008
Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has
been completed.
Esgil Corporation staff did advise the applicant that the plan check has-been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
III REMARKS:
By: Mike Puckett Enclosures:
Esgil Corporation
0 GA 0 CM 0 EJ 0 Pc 12/11/97 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576
Carlsbad 97-3756
1/18/97
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO: 97-3756 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1821 Ratcliff Rd.
FLOOR AREA: 836sqft STORIES: 1
HEIGHT:
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 12/8/97
DATE INITIAL PLAN REVIEW
COMPLETED: 12/18/97
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 12/11/97
PLAN REVIEWER: Mike Puckett
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state
laws regulating energy conservation, noise attenuation and access for the disabled. This plan
review is based on regulations enforced by the Building Department. You may have other
corrections based on laws and ordinance by the Planning Department, Engineering
Department, Fire Department or other departments. Clearance from those departments may be
required prior to the issuance of a building permit.
Present California law mandates that residential construction comply with Title 24 and the
following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994
UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95).
The above regulations apply to residential construction, regardless of the code editions
adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1994 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck processplease note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot
Carlsbad 97-3756
12/18/97
1. Please make all corrections on the original tracings, as requested in the correction
list.
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to the City
of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009,
(619) 438-1161. The City will route the plans to EsGil Corporation and the
Carlsbad Planning, Engineering and Fire Departments.
Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-
1468. Deliver all remaining sets of plans and calculations/reports directly to the City
of Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. All sheets of plans must be signed by the person responsible for their preparation.
(California Business and Professions Code).
3. Show locations of permanently wired smoke detectors with battery backup:
Inside each bedroom.
Centrally located in corridor or area giving access to sleeping rooms.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit.
Section 310.9.1.
4. When the valuation of a room addition or repair exceeds $1,000, or when sleeping
rooms are created, smoke detectors shall be provided per the above, except that
smoke detectors added at existing construction need only be battery powered.
Section 310.9.1.2. Make note on plans that smoke detectors will be installed in
all existing bedrooms and the hallways leading to the bedrooms.
ROOFING
5. Specify roof slope.
6. Specify on the plans the following information for the roof materials, per Section
106.3.3:
Manufacturer's name.
Product name/number.
ICBO approval number, or equal.
Carlsbad 97-3756
12/18/97
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 area required and area provided. Section 1505.3.
FOUNDATION REQUIREMENTS
Note on plans that surface water will drain away from building and show drainage
pattern and key elevations. Section 1804.7.
FRAMING
Walls and floors separating units in a duplex shall be of one-hour fire resistive
construction. Provide details of the assemblies. Section 310.2.2.
In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in
line with walls separating units and separating units from common areas. Section
708.3.1.1.2.
II. 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. 14', 2 x 6 max. 20'. Table 23-1-R-3.
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. Section 2326.11.3 and Table
23-1-W.
Detail shear transfer connections, including roof and floor diaphragms, to shear
walls. Section 2314. Show connection between rafter blocking and double top plate
i.e. A-35's.
Show location of attic access with a minimum size of 22"x30", unless the maximum
vertical headroom height in the attic is less than 30". Access must be provided to
each separated attic area, shall be located in a hallway or other readily accessible
location and 30" headroom clearance is required above the opening. Section
1505.1. Relocate attic access.
Specify plywood and/or particle board thickness, grade and panel span rating for
roof sheathing. Table 23-I-S-I.
The rafter joists in master bedroom are overspanned per the UBC. Provide correct
size and spacing Also show how R-30 insulation is to be installed in a space less
that 9".
The ceiling joists in the new living room are overspanned per UBC. Provide correct
size and spacing.
Provide a cross section of the framing in the living room and master bedroom.
Cailsbad 97-3756
12/18/97
MECHANICAL (UNIFORM MECHANICAL CODE)
Show size of wall heater in new dwelling unit. The heating appliance must be
consistent with the CFI R documents.
Specify on the plans the following information for the fireplace(s), per Section
106.3.3:
Manufacturer's name.
Model name/number.
ICBO approval number, or equal.
Show height of chimney above roof per I.C.B.O. approval or Table 31-13.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
Note on the plans that receptacle outlet locations will comply with 1993 NEC Art.
210-52(a). Show receptacle on wall between kitchen and bedroom of new dwelling
unit.
Show lights in closets to be a minimum of 12" horizontally from the shelf for
incandescent or minimum 6" for fluorescent or recessed lights with lens cover.
PLUMBING (UNIFORM PLUMBING CODE)
Show water heater size, type and location on plans. UPC, Section 501.0.
Provide a note on the plans: In showers and tub-shower combinations, control
valves must be pressure balanced or thermostatic mixing valves. UPC Section
410.7
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 24.
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.
Carlsbad 97-3756
12/18/97
ENERGY CONSERVATION
Provide plans, calculations and worksheets to show compliance with current energy
standards.
The regulations require a properly completed and properly signed Form CF-IR 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.
All energy items shown on the plans must be in agreement with the information
shown on the properly completed Form CF-IR.
Specify on the building plans all of the mandatory energy conservation requirements
as listed on the enclosure titled, "Mandatory Measures Checklist".
Show the make, model, type and efficiency of the space heating (or cooling) system.
For room additions, show compliance with the energy standards. See attached.
Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and
bathrooms.
Provide a note on the plans stating "All new glazing (fenestrations) will be installed
with a certifying label attached, showing the U-value."
Attach the Minimum Construction Specifications to the plans.
To speed up the review 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.
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
indicate:
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468,
to perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Mike Puckett at Esgil Corporation.
Thank you.
MINIMUM CONSTRUCTION SPECIFICATIONS
These are minimum specifications established by the Uniform Building Code. These specifications apply in the absence of more restrictive specifications in the approved
plans. Code sections listed refer to the 1994 edition of the UBC
I. FOUNDATION AND UNDERFLOOR
Concrete. Strength. Concrete for footings •must. have a
minimum compressive strength of 2500 psi at 28 days and
composed of: 1 part cement, 2 1/2 parts sand, 3 1/2 parts of
3/4" maximum size rock with not more than 7 gallons of
water per sack of cement.
Wood and Earth Separation. Foundations supporting
wood must extend at least 6" above the adjacent finish
grade. [UBC Section 1806.1] Provide 18" clearance under
wood joists and 12" clearance under wood girders which are
not pressure treated. [UBC Section 2317.3]
Concrete Slabs. Slabs on grade must be at least 3 1/2"
thick. [UBC Section 1924]
Treated Wood. All foundation plates or sills and sleepers
on concrete or masonry which is in direct contact with earth
must be pressure-treated wood or foundation grade
redwood. Wood joists closer than 18", or wood girders or
supports closer than 12" to the ground, must be pressure
treated. [UBC Section 2317.4]
Anchor Bolts and Footing Sills. All sills must have full
bearing on the footing wall or slab and must be bolted to the
foundation with 1/2" nominal diameter steel bolts embedded
at least 7" into the concrete or reinforced masonry or 15"
into unreinforced grouted masonry. Bolts must be spaced
not to exceed 6' on center. There must be 2 bolts per piece
with bolts not over 12" from cut end of sills. [UBC Section
1806.6]
Underfloor Vents. Underfloor areas must be ventilated by
openings in foundation walls. Wall openings must have a
net area of not less than 1 sq. ft. for each 150 sq. ft. of
underfloor area. Openings must be arranged to provide
cross ventilation and must be covered with corrosion-
resistant wire mesh with openings of 1/4-inch in dimension.
UBC Section 2317.7].
Underfloor Access. Underfloor areas must be provided
with an unobstructed crawl hole not less than 18" x 24".
Openings must be effectively screened or covered. [UBC
Section 2317.3].
II. WOOD FRAItLNG
Lumber. All joist, rafters, beams, and posts 2" to 4" thick
must be No. 2 Grade Douglas Fir-Larch or better. All posts
and beams 5" and thicker must be No. I Grade Douglas Fir-
Larch or better. (See item 13 in this section for lumber
grading requirements for studs.)
Wall bracing. Every exterior wood stud wall and main
cross partitions must be braced at each end and at least at
every 25 feet of length with l.x 4 diagonal let-in braces or
equivalent. [UBC Section 2326.11.3, 2326.11.4, Table 23-
I-W].
Lateral Support. Floorjoists and rafters more than 10" in
depth and spanning more than 8 feet must be supported
laterally by bridging or solid blocking at intervals not
exceeding 8 feet. [UBC Section 2306.7].
Blocking. Provide blocking at ends and at supports of floor
joists, and for rafters at exterior walls. [UBC Sectioa
2326.8.6].
S. Roof Blocking. Provide 2" full depth solid blocking a
ridge line and at exterior walls on trussed roofs. [UBC
Section 2326.12.8].
Double Joists. Floor joists must be double under bearing
partitions running parallel with the joists. [UBC Section
2326.8.5].
Rafter Purlin Braces. Purlin braces shall be not less than,
45 degrees to the horizontal. [UBC Section 2326.12.7].
Rafter Ties. Rafter ties must be spaced not more than
feet on center where rafters and ceiling joists are no
parallel. [UBC Section 2326.12.6].
Clearance. Provide 1/2" minimum clearances between toj
plate of interior non-bearing partitions and bottom chord a
trusses.
Top Plate. Provide double top plate with minimum 48" la
splice. [UBC Section 2326.11.2].
-Nailing; 4ailing-shall be in-compliance with UBC Tab!
23-I-Q. A copy of this table is reproduced on page 4.
Fire Blocks. Fire blocks must be provided for walls a
ceilings, floor levels and concealed spaces at 10' o.c
horizontally. [UBC Section 708.2.1].
Studs. In one and two story buildings, studs for exteria
walls and interior bearing walls must be not less than 2"x4
at 16" o.c. Studs for interior non-bearing partitions may b
2"x3" at 16" o.c. Studs 2" to 4" thick, 2" to 4" wide and nc
more than 8 feet long must be "stud grade" Douglas f
Larch or better when supporting not more than one floc
and a roof. Studs for beaaring walls must not exceed 8 fm
in height.'[UBC Section 2326.11.1, Table 23-I-R-3].
Laminated Wood. An AITC Certificate of Conforrnanc
for glued laminated wood members must be given to d
4/96 CM
1 of 4
Building Inspector prior to their installation. (UBC Section
2305].
III. GENERAL MATERIAL SPECIFICATIONS.
Mortar Mix. Mortar to be used for construction of
masonry walls, foundation walls and retaining walls must be
1800 psi minimum and may consist of: 1 part Portland
cement, 3 1/2 parts sand, and 1/4 part hydrated lime or lime
putty. Plasticcement may be used with I partplastic
cement to2 1/4 to 3 parts sand. [UBC Table 21-A, UBC
Standard 21-15]
Grout Mix. The mix for the grout may be: I part Portland
cement, 3 parts sand, 1/10 part hydrated lime or lime putty,
I to 2 parts pea gravel (3/8" maximum). Water added to
pouring consistency without segregation of grout
constituents. [UBC Table 21-B] The use of plastic cement
is not allowed for grout. [UBC Section 2103.5]
Masonry. The masonry units must comply with ASTM
Spec. C90-75, Grade N for hollow unit concrete blocks.
[UBC Standard 21-4]
Structural Steel. Steel used as structural shapes such as
wide flange sections, channels, plates and angles must
comply with ASTM Spec. A-36. Pipe columns must
comply with ASTM Spec. A-53. [UBC Standard 22-1].
IV. ROOFING AND WEATHERPROOFING.
Wood Siding. All wood siding must be placed over an
approved, weather-resistive barrier. (UBC Section 1402.1]
2. Flashing Around Openings. Every opening in any exterior
wall must be flashed with sheet metal or waterproof
building paper. [UBC Section 1402.2. Building Newsletter
17-2]
Roof Covering. Mineral-surfaced, built-up roofing must
not be installed on roof having a pitch greater than 3 inches
to 12 inches. The following are minimum pitches:
composition shingles: minimum 2 inches to 12 inches;
wood shingles: minimum 3 inches to 12 inches; wood
shakes: minimum 4 inches to 12 inches; roofing tile:
minimum 2V2 inches to 12 inches; clay or concrete roofing
tile: minimum 4 inches to 12 inches. Wood shingles and
wood shakes must be pressure-impregnated with chemicals
to obtain a Class C rating. [UBC Section 1504 and Tables
15-B- 1, 15-B-2, and 15-D- I]
Weep Screed. A weep screed must be provided at the
foundation plate line for all weather-exposed exterior stud
walls finished on the exterior with stucco. [UBC Section
2506.5]
Basement Walls. Basement foundation walls below grade
must be damp-proofed on the outside. [UBC Section
1402.4]
V. GENERAL
Attic Access. Attic areas over 30" high must be accessible
by an opening not less than 22" x 30". With a furnace in the
attic, the opening must not be less than 30" x 30". [UBC
Section 1505. 1. UMC Section 319.3]
Shower Enclosures. Shower walls must be finished to a
height of 70" above the drain inlet with a smooth, hard, non-
absorbent surface. (UBC Section 807. 1.3
Electric Meter Enclosure. Contact San Diego Gas &
Electric Company, Customer Extension Planning
Department, for meter location. All wiring must comply
with the 1993 National Electrical Code.
Smoke Detectors. In new construction, smoke detectors
must receive their primary power from the building wiring
when such wiring is served from a commercial source.
Smoke detectors may be battery-operated when installed in
existing buildings, buildings without commercial power, or
building which undergo alterations, repairs or additions
regulated by UBC Section 310.9. In dwelling units, a
detector shall be installed in each sleeping room and
centrally located in the corridor or area giving access to
each separate sleeping area, in each story and in the
basement. Where the ceiling height of a room open to the
hallway serving the bedrooms exceeds that of the hallway
by 24" or more, smoke detectors shall be installed in the
hallway and the adjacent room. Detectors shall sound an
alarm audible in all sleeping rooms. [UBC Section 310.9]
VI. TABLES
TABLE 18-I-D FOUNDATIONS FOR STUD BEARING WALLS. MINIMUM REQUIREMENTS'
Number of Floors Supported
by the Foundation'
Thickness of Foundation Wall (inches) Width of Footing
(inches)
Thickness of Footing
(inches)
Unit Masonry
Depth Below Undisturbed
Ground Surface (inches)
Concrete
I 6 6 12 6 12
2 8 8 IS 7 18
.3 10 10 18 8 24
-. C---------.1 conditions .,IIc,; unusual cnuiuun or L1U cuuu,i,un iU IUUIIU, IUUuI,a IU WUIIU4IIJfl bildil uc Ub rcquiicu III ,.u...
The ground under the floor may be excavated to the elevation of the top of the footing.
Interior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and the footings shall be
spaced not more than 6 feet on center.
Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor.
4/96 CM
2 of 4
TABLE 23-I-Q NAILING SCHEDULE
CONNECTION . NAILING'
I. Joist to sill or girder, toenail 3-8d
Bridging to joist, toenail each end 2-8d
I"x6" subfloor or less to each joist, face nail 2-8d
Wider than i"x6" subfloor to each joist, face nail 3-8d
S. 2" subfloor to joist or girder, blind and face nail 2.16d
Sole plate to joist or blocking, typical face nail 16d at 16" o.c
Sole plate to joist or blocking, at braced wall panels 3.16d per 16"
Top plate to stud, end nail 2-I6d
Stud to sole plate 4-8d, toenail or 2-I6d, end nail
Double studs, face nail 16d at 24" o.c.
Doubled top plates, typical face nail 16d at 16" o.c.
Doubled top plates, lap splice 9-16d
- It. Blocking between joists or rSters to top plate, toenail 3-8d
Rim joist to top plate, toenail Sd at 6" o.c.
Top plates, laps and intersections, face nail 2-I6d
Continuous header, two pieces 16d at 16" o.c. along each edge
IS. Ceiling joists to plate, toenail 3-8d
Continuous header to stud, toenail 4-8d
Ceiling joists, laps over partitions, face nail 3-I6d
IS. Ceiling joists to parallel rafters, face nail 3-16d
Rafter to plate, toenail 3-8d
1" brace to each stud and plate, face nail 2-8d
I"xS" sheathing or less to each bearing, face nail 2-8d
Wider than lxS sheathing to each bearing, face nail 3-8d
Built-up corner studs 16d at 24" o.c.
Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice
2" planks 2-16d at each bearing
26.Wood structural panels and particleboard:'
Subfloor, roof and wall sheathing (to framing):
or less 6d'
9/31"-'h" 8d4 or 6d3
Sd3
10d4 or8d'
Combination subfloor-underlayment (to framing):
and less 6d'
- Sd5
1w-lw I0d1 orSd'
Panel siding (to framing):
or less 6d'
Sd'
Fiberboard sheathing:'
1'? No. 11 ga.'
6d'
No. 16
25/31" No. Ii ga.'
Sd4
No. 16
29. Interior paneling
4d"
V." 6d"
4/96 CM
TABLE 231-Q NAILING SCHEDULE (CONTINUED)
'Common or box nails may be used except where otherwise stated.
Nails spaced at 6 inches on center at edges. 12 inches at intermediate supports except 6 inches at all supports where spans are 48 inches or more. For nailing of wood
structural panel and particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wall sheathing may be common, box or casing.
'Common or deformed shank.
'Common.
'Deformed shank.
'Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1
'Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports.
'Corrosion-resistant roofing.nails with 7/16-inch-diameter head and I Ya-incFi length for '1,-inch sheathing and 1'/inch length for 25/32-inch sheathing conforming to the
requirements of Section 2325.1
'Corrosion-resistant staples with nominal 7/16-inch crown and 1¼-inch length for '1,-inch sheathing and l'/s-inch length for 25/32-inch sheathing conforming to the
requirements of Section 2325.1
"Panel supports at 16 inches [20 inches if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches on panel edges
12 inches at intermediate supports.
"Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges. 12 inches at intermediate supports.
TABLE 23-I-S-I -ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADE CONTINUOUS
OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS'
Sheathing Grades Root' Floor'
Panel Span Rating Panel
Thickness (inches).
Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches)
Rocil7Fluor Span With Edge
Support6
Without Edge
Support .
Total
Load
Live Load
1210 5116 12 Ii 40 30 0
16/0 5/16,% 16 16 40 30 0
20/0 5/16,% 20 20 40 30 .. .0
24/0 . %.7/16.'/, 24 20' 40 30 0
24/16 7116,'/, 24 24 50 40 16
32/16 15/32,'h.% 32 28 40 30 16'
40/20 19/32.%.'fl,% 40 32 40 30 20"
48/24 23/32,%,'/s 48 36 45 35 24
54/32 %.l 54 40 45 35 32
60/48 'M.1¼ 60 48 45 35 48
Single-Floor Grades Root' Floor'
Panel Span Rating
(inches)
Panel Thickness
(inches).
Maximum Span (inches) Load' (pounds per sq.ft.) Maximum Span (inches)
Load
With Edge
Support'
Without Edge
Support
Total Live Load
16 o '/,,19/32.% 24 24 50 40 16'
20 o l9/32,%.'/ 32 43 40 30 20"
24 o 23/32,'h 48 36 35 25 24
32 o %,1 48 40 50 40 32 E_~~g c T_ 13/32,1¼ 60 43 50 50 48
'Applies to panels 24 inches or wider.
Floor and roof sheathing conforming with th!s table shall be deemed to meet the design criteria of Section 2321.
'Uniform load deflection limitations 1/180 of span under live load plus dead load, 1/240 under live load only.
'Panel edges shall have approved tongue-and-groove joints or shall be supported with blocking unless 'h-inch minimum thickness underlayment or l/, inches of approve
cellular or lightweight concrete is placed over the subfloor. or finish floor is 'h-inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 100 pound
per square foot (psf) except the span rating of 49 inches on center is based on a total load of 65 psf.
'Allowable load at maximum span.
'Tongue-and•groovc edges, panel edge clips (one midway between each support, except two equally spaced between supports 48 inches on center], lumber blocking.
other. Only lumber blocking shall satisry blocked diaphragms requirements.
'For Va-inch panel, maximum span shall be 24 inches.
'May be 24 inches on center where 'h-inch wood strip flooring is installed at right angles to joist.
'May be 24 inches on center for floors where I'1, inches of cellular or lightweight concrete is applied over panels.
4/96CM
11 .-f Ii
Carlsbad 97-3756
l2l8/97
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3756
PREPARED BY: Mike Puckett DATE: 12/18/97
BUILDING ADDRESS: 1821 Ratcliff Rd.
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
($)
Room Addition 1836 94.00 78,584.00
Air Conditioning
Fire Sprinklers
TOTAL VALUE 78,584.00
U 1991 UBC Building Permit Fee LI Bldg. Permit Fee by ordinance: $ 545.00
1991 UBC Plan Check Fee LI Plan Check Fee by ordinance: $ 354.25
Type of Review: LI Complete Review LI Structural Only. LI Hourly
LI Repetitive Fee Applicable LI Other:
Esgil Plan Review Fee: $ 283.40
Comments:
Sheet I of I
macvalue.doc 5196
(1.J City of Carlsbad - .isui.ri II iT. •1z] .1I4 iiR1 •'k U
BUILDING PLANCHECK CHECKLIST
DATE: /- / 7- PLANCHECK NO.: CB7 '737 5ç,
BUILDING ADDRESS: /_A 1L.
PROJECT DESCRIPTION: 3' I71' hcJ/,iv / /L-?)coavSro &f
ASSESSOR'S PARCEL NUMBER: 7O-O7 EST. VALUE:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued•
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please see thq,, attached report of deficiencies
marked with I4E1ake necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
27.te:
By: Date:
By: Date:
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
By727 77 r) Date:
ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON
Name: Michele Masterson Dedication Application
Dedication Checklist City of Carlsbad
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
Address: 2075 Las Palmas Dr., Carlsbad, CA 92009
Phone: (619) 438-1161, ext. 4315
CFD INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
A-4
Plancheck dkIst BP000I Form MM.doc .. - Rev, 3' Las Palmas Dr. • Carlsbad, CA 92OO91 576 • (619) 438-1161 --FAX (619) 438-0894
2ND/ 3RD/
U U
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
V/"
A. North Arrow D. PropertyLines
J B. Existing & Proposed Structures E. Easements
/ C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
/ G. Driveway widths
U 2. Show on site plan:
A. Drainage Patterns
Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B. Existing & Proposed Slopes and Topography
U 3. Include on title sheet:
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No. fl g - ; o
U U U 4b. All conditions are in compliance. Date:
Plantheck Cklsl BP000I Form MMdoc Rev. 09103197
BUILDING PLANCHECK CHECKLIST
1ST/ 2ND/ 3R0/
U U U
DEDICATION REQUIREMENTS
5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $_, pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
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. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
U U U 6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $ , pursuant to Carlsbad Municipal Code
Section 18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
Appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
U U U 6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $_________________ so
we may prepare the necessary Future Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
Plantheck Mist BP000I Form MM.doc
Rev. 09103197
'p ..
BUILDING PLANCHECK CHECKLIST
lst.f 2nd/ 3rd/
0 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date:
0 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adiacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
0 0 0 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export). Write
"No Grading" on plot plan if none is required.
0 0 U. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
0 0 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
U 0 0 7d.No Grading Permit required.
0 0 7e.lf grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
0 0 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, tree trimming, driveway construction, tieing
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
Planthecli dUal 8P0001 Form MM.doc Rev. 09103/97
BUILDING PLANCHECK CHECKLIST
3rd/
9' L U 9. A SEWER PERMIT is required concurrent with the building permit issuance. The
fee is noted in the fees section on the following page.
U U U 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by:
Date:
U U U 11. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
U U 12. ftequired fees are attached
o fees required
U U U 13. Additional Comments:
Plancfleck Ck PCOO1 Foi'm MM.doc -
Rev. 09103197
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
11
Estimate based on unconfirmed information from applicant.
Calculation based on building plancheck plan submittal.
Address: I 4 Pi2 / /(F Bldg. Permit No. r,,16
Prepared by: t71AKY' Date: ',)Checked by: Date:
EDUCALCULATIONS: List types and square footages for all uses.
?nd Dwe(/j
Types of Use: cb2'/c,40 Sq. Ft./Units:I EDU's: ,EX/c/"?j Liv!.13 Arz
* QOe n* cf 5Z7ô •-f /ft, -e-- JraS -Pcs c?t_ ADT CALCULATIONS: List types and square footages for all uses. h 0*
Types of Use: f'' j4 /0 Sq. Ft/Units: 1 ADT's:
FEES REQUIRED:
WITHIN CFD: 0 YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee)
7PARK-IN-LIEU FEE PARK AREA:
FEE/UNIT: X NO. UNITS:______
VRAFFIC IMPACT FEE
ADT's/UNITS: 1 x FEE/ADT: ? 40
RIDGE AND THOROUGHFARE FEE
ADT's/UNITS: X FEE/ADT:_________
a
1
FACILITIES MANAGEMENT FEE ZONE:________
UNIT/S'.FT.: X FEE/SQ.FT./UNIT:_______
SEWER FEE
PERMIT No.SE dl707
EDU's: / X FEE/EDU:______ = $ 0
BENEFIT AREA: /.4 AINAGE BASIN:______
EDU's: X FEE/EDU:_______
*6--D—RAINAGE FEES PLDA _: HIGH /LOW______
ACRES: X FEE/AC:________
PP7--SEWER LATERAL ($2,500)
TOTALOF ABOVEFEES*:
$_____________
*NOTE: This calculation sheet is NOT a complete list of all fees which may be due.
Dedications and Improvements may also be required with Building Permits.
CALCULATION WORKSHEET
RPV Al /on 107
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check Nc Address 9"_ff?
Planner Phone (619) 438-1161, extension
APN:
Type of Proiect and Use:9l±6 SEkI Project Density: P/ ._ Zoning: 1"i General Plan: Facilities Management Zone: I CFD _____Date of participation:— Remaining net dev acres: Cir 0
(For non-residential development: Type of land used created by I this permit:_______________________________________________
Q1Legend: Item Complete Item Incomplete - Needs your action
Environmental Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required: YES if NO TYPE)LI
APPROVALJRESO. NO.))Q70 DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or ap oval? If not, state c uire Conditions of Approval: _
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone?. YES NO____ CA Coastal Commission Authority? YES____ NO____
If California Coastal Commission Authority: Contact them at - 3111 200, San Diego CA 92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt):
Camino Del Rio North, Suite
Coastal Permit Determination Form already completed? YES
NO____ If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
Complete Coastal Permit Determination Log as needed.
U Inclusionary Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance May 21 • 1993.)
Data Entry Completed? YES
____ NO (Enter CB#; UACT: NEXTI2; Construct housing YIN; Enter Fee Amount (See fee schedule for amount): Return)
Site Plan:
Provide a fully dimensional site plan drawn to scale. Show: North arrow,
property lines, easements, existing and proposed structures, streets, existin
g
street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.
Provide legal description of property and assessor's parcel number;
Zoning:
Setbacks:
Front: . Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown
Accessory structure setbacks:
Front:
. Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown
31 Lot Coverage: Required Shown
D 4. Height.: Required Shown
iki
(
D 5. Parking: Spaces Required Shown
Guest Spaces Required Shown
0 Additional Comments_______________________________________________
_
_
_
_
_
_
_
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERfi/
-f.---eATE/
JAN-27-98 TUE 16:40 CITY OF CARLSBAD COMM DE FAX NO. 4380894 P.02
CERTIFICATE OF COMPLIANCE
CITY OF CARLSBAD Plan Check No.
COMMUNITY DEVELOPMENT
2075 LAS PALMAS DR., CARLSBAD, CA 92009
(619)438-1161
This form shall be used to determine the amount of school fees for a project and to verify that the project
applicant has complied with the school fee requirements. No building permits for the projects shall be
issued until the certification is signed by the appropriate school district and returned to the City of
Carlsbad Building Department.
SCHOOL DISTRICT:
- Carlsbad Unified
801 Pine Avenue
Carlsbad CA 92009 (434-0661)
Encinitas Union
101 'South Rancho Santa Fe Rd.
Encinitas CA 92024 (944-4300)
Project Applicant: Lf)/ 1L
Project Address: 18& I I
RESIDENTIAL: SQ. FT. of living area
- SQ. FT. of covered area
San Marcos Unified
1 Civic Center Dr, Ste 300
San Marcos CA 92069
736-2236
San Dieguitó Union High School
710 Encinitas Boulevard
Encinitas CA 92024 (753-6491)
APN: __ _____
of dveIi1njunits a Th'14 L. -
SQ. FT of garage area
C0MMER9ALJI DUSTRIA
1
=A
Prepared
. Date I. I
.• FEE CERTIFICATION
/ •
(To be completed by the School District)
Applicant has complied with fee requirement under Government Code 53060
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other -
Residential Fee Levied: $ 1,543 based on sq. ft. I
Comm/Indust Fee Levied:
$____________ based on _sq. ft. @________________ ' P' # ilL8lalr
Arftnt Supt
BunessMsi• District Official Title -' Date