HomeMy WebLinkAbout1314 GULL CT; ; CB003962; Permit/D
-Cit ~i-of Carlsbad
J 1165 Faraday AV Carlsbad, CA 92008
011024001 Residential Permit Permit No:CB003962
Building'Inspection Request Line (760) 602-2725
Job Address: 1314 GULL CT CBAD
F~ermit Ty~e: RESD~Tl- - Sub Type: RAID Status: ISSUED
Parcel No: 2166421600 Lot 0 Applied: 10/30/2000
Valuation: $65,664.00 Construction Type: NEW Entered By: MDP
Occupancy Group: 27. Reference #: Plan Approved: 12/27/2000
# Dwelling Units: 0 ~,str'ucture Type: Issued: 01/02/2001
i,~,.'%'-'.~,Bedrooms: 0 Bathrooms. 0 Inspect Area:
oj* t Title: r ec LABOUNTY RESIDENCE Orig PC#:
568 SF 2 STORY ADDITION Plan Check#:
NOTICE: . Please take NOTICE 6~t approval of your project includes the"Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." Ydu have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set fort6 in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in-accordance with Carlsbad Muricipal Code Section- 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
re
.
v
,
iew, ~et asid6, ~oid, or annul their imposition.
You are hereby FURTHER NOTIFIED that your iight toprotest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
chang6, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exacti6fis of which you have l3reviou~ly been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
'.-Applicant:
LABOUNTY PAUL&JUDITH
1314 GULL CT , ~ I
CARLSBAD CA 92009
Total Fees: $756.78 T rk
LABOUNTY PAUL&JUDITH
,1314-GUL CT r~-
CARLSBAD tA 92009 7871 01/02/01 0002 01 02
CGF1 478-18-
VW
~Payments.To Date: $278'.60 alg'nce Dtle: $478.18
10)
r V NJ N~
Building Permit 11~13428 61 Meter.Size-, Z, Add'I"Recl-Wa Add'l Building Permit Fe 0.00 te<Con Fee $0.00
Plan Check- $278.60"~~ae-t-er Fee $0.00
Add'IPIafi,Ch6ck ~ee Woo" S-bCWA Fee/ $0.00
Plan'Check Discount -tFD'Payoff Fee $0.00
Strong'M6ii6n Fee $557 -PFF'--r1-1" $0.00
Park in Lieu-Fee ~0;
$1
.00 PFF (CFD Fund)--?%, $0.00
Park Fee, $0,6d r1cle'n9e Tax' $0.00
LFM Fee (C sb. d'o, IL i'66 r ~s e F und) $0.00
Bridge Fee $0.00 TF~Kc Im ' 'ct~Fee $0.00
Other Bridge Fee $0,00, rlific.lm a6f'(CFD Fund) $0.00
BTD #2 Fee $0.00. LFMZ Transp rtation Fee $0.00 I F ;1 T
0 BTD #3 F64' $0.00 Roo Sid-e`wa'I-WlFee $0.00
0 0 0 0 0 0
Renewal,Fe& $0:00 PCUMBING-TOTAL $0.00
Add'I Renewal Fee $0.00 ELECTRZAL -TOTAL, $20.00
Other Building-Fe& ~0 . .0 oy
$
MECHANICAL TOTAL $24.00
Pot-Wat& Con., Fee .$0. Ho'usi~64~p~~t Fee' $0.00
'~~Meter Sii6 k6usinld'InLi6b Fee $0.00
Add'I Pot. Mte~ Con. Fee $0.00 MOer- Dra-inage Fee: $0.00
Recl. Water Con' Fee ~0'00----Sewer Fee:----- $0.00
TOTACPERMIT FEES $756.78
FINAL.APPROVAL
Clearance Insp6ctor(-.,,-11L Date:
Phase No. Total # of units
FOR OFFICE USE ONLY
PER MIT APPLICATION PLAN CHECK NO. DO
EST. VAL. :.CITY OF-CARLSBAD, BUJILDING DEPARTMENT, O.Li 8
1635 Faraday Ave., Carlsbad,, CA,92008 'Plan 0k. Deposit
Validated By
Date
qTJ N- N—FOWAT-10L.,
464 '&tzo LT9F
,
Address (include Bldg/Suite #) Business NameLat this address)
" ; " - -I - . . 1 1 . I 1 11 ., -~24 1
Legal Description Lot No. Subdivision Name/Number
Assessor's Parcel #' Eiiis
7~ A ANA k2 JAA A r-V~ A 0 A -;
LJt15GF1P11Un UF VVOFK J_ For.tstones # of Bedroonis, # of Bathrooms
pi f~rRqj ap ic 3ji" IL2 ~-'ECONMTkdr Cgri 7 nt), J
'7 '060 -Name Address City State/Zip' Telephone # Fax #
~vacto, =,Wner,- y n MA:11T Gcntfbqyr Aqcwt t Rig vy n Wit Cr w n r
Name Address City 'State/Z , ip Telephone #
TY
,9_~Wlo~~R
Nam.
L511;ffi~a_QNTRtCT6RJ- :Mff 7
.(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit toconstruct, alter, improve, demolish or repair any structure priortoJts
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 6cense 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. AnyLviolation of-Section 7031.5Nby any applicant for 6 permit subjects the applicant to a~civil penalty of not more than fi4hundred dollars [$5001).
'Name Address City State/Zip Telephone #
State Lice'nse'#", License Class City Business License #
Designer Name Address City State/Zip Telephone
-State License #
JkKgR4Eq0MPENSA-TL N
~Workers' Compensation ~ Declaration: I hereby affirm under penalty of,perjury one of the following declarations:
0 1 have and will maintain a certificate ofconsefit to'self-ihsuie for workers',comperisation ~ 6SL provided by Section 3700 of the Labor Code, for the performance
1ofLthe work for which this permit is issued.
'0 - I have and will maintain workers' compensation, as required ~6 ~L
Sec tion -3700 of the Labor Code, for the performance of the work for which this, permit is, Y, ~issued. My worker's com-pe~sation-insurainc~i carrierand policy number are:
Insurance Company - Policy~No.- Expiration Date
~JTHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
0 ~ CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not e~rpployjany person in an~ m@nner,so as
"to become subject -to the Workers' Compensation- Laws of California.
1NARNING: Failure to secure.workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines'up to oL I
ne'hundred
thousand dollars ($100,000), inaddition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees.
SIGNATURE DATE
11, hereby 6f firm that I am ixempt frorn the Coritractor's License Law for the following reason:- J_
0 1, 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 6r'i mproves~Lthereon, and 'who- does. such work himself or through his own employees, provided that such'improvements are not-intended or offered for sale. If, hlowever, th6'buildirig oi.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 puroose, of sale).
as 0 . Wner 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,' ~ I I 1 1,
and contracts for such projects- with contractor(s) licensed pursuant to the Contractor's License Law).
,C] 'I am exempt under Section Business and Profession's Code for this'reason':
1 1 personally plan'to provide the major labor an&rnaterials for construction of'the proposed property improvement. YES ONO
I (~'ave have not) s,igned an application,for a building permit.f6r the proposed work.
3. 1 have contracted, with the following person (firm) to provide the, proposed construction (include name address phone number contraciors license:num'ber)
1 plain to provide portions of the work but I have,hired the.foll wing person-to coordinate, supervi d 'd th major work (i I e name taddress phone number / contractors license number):- I;Mvl
5. 1 will provide-some of the but alvenontra~~hired) th f lowing persons to provide 1he Work indicated (include'nam'e-i address hone number type of work): 4
PROPERTY OWNER SIGNATUR oxfff YA"jn( DATE Y IE 1 4ZAR~
'S,
Oa y ET7Q_f—I ',SECTI N7F ffi D
—~PN V~— BU'L n.S._plan, a
0 COMPL ppj~Is he a c..t or futurebuilding occ nt requ ad to ~ub it fb'ulsi cutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?' C] YES , 0 'No
Is the applicant or future building occup t ~nt required1c, ob ain a,perrnit from the'air pollution control district or air quaky management district? 0 YES 0 NO
Is the facilit withi out r 6oundary of a school site? C] YES C:] NO 'y to be constructed n 1 000 feet of the a
IF ANY OF THE ANSWERS ARE YES, A FINAL CER'TFICATE OF'OCCUIPANCY 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.
N R I'D R —CY SI NHl1EN0IN6TWGEN t
!.hereby affirm that there is'a construction lending agencif or the performance of the work for'which this permit is ssued (Scc 3097(i) Civil Code).
'4,
LENDER'S NAME LENDER'S ADDRESS,
49. - ~AePLIQAN14
i,,certify that I,have r
'
ead the application and state. that the 3bove informatilon is correct and that the information on the plans is accurate. I agree to comply~with all hCes' a a _City ordina and Sti t6 I ws rel a~ting to, building construction. , I hereby authorize, representatives'of the Citt of Carlsbad to enter upon the above mentioned property
,
for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS"THE CITY OF CARLSB.AD AGAINST ALL LIABILITIES, , JUDGMENTS, COSTS AND EXPENSES,WHICH MAY IN ANY WAY ACCRUEAGAINST SAID CITY INCONSEQUENCE 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
is
theb
Of'
under the ~rovisions of this Code shall expire by limitation aind'becorrie'null ~,nd`void if the building or work
a6thorized by such jaerrhit is no nce 8 rom the data of such permit or if the~ building or wqrk authorized by such permit is suspended or abandoned
'14 C
~60
& n in
rm U"~ ir
0 'f6A
C_, ys
at any time after the work is d i.d da ec
0
~10 Uhifbr uilding ode).' A
qA
PLICANT'S SIGNATURE -'bATE L
6
OW. p
E: F* YELLOW: Appl~iicant PINK: Finance,
ct Insp Comments
P RC FIREPLACE
C TP
P TP FRM @ EXT. F.P.
P - TP EXT. F.P. & FLUE
P PD
P PD
C PD
P PD
P PD
C PD
C PD
P PD
P PD FOR F.P., PATIO COVER
C PD
P Pl)
P PD
?. . , — -, C1(
City-of Carlsbad Bldg Inspection Request
For: 12/27/2001
Permit# CB003962
4
Title: L~BOUNTY RESIDENCE
--'Description: 568 SF 2 STORY ADDITION
-Type: RESDNTL Sub Type: RAD
Job Address: 1314 GULL CT
Suite: Lot 0
Location:
APPLICANT LABOUNTY PAUL&JUDITH
k Owner: LABOUNTY PAUL&JUDITH
emar ks:
Total Time:
%CD Descriplion' Act Comments
-19 Final Structural
_,-~'29 Final, Plu"Mbing
39 Final Electrical
.49 Final Mechanical
Inspector Assignment: PD
Phone: 6196991356
Inspecto
Requested By: PAUL
Entered By: CHRISTINE
Associated PCRs
PCRO1089 ISSUED
Inspection Histo[y
liate Description A
06/22/2001 18 Exterior Lath/Drywall A
06/18/2001 13 Shear Panels/HD's V~
'06/18/2001 14 Frame/Steel/Bolting/Welding A
06/18/2001 44 Rough/Ducts/Dampers A
05/25/2001 82 Drywall/Ext Lath/Gas Test A
05/22/2001 16 Insulation A
05/22~2001 -17 Interior Lath/Drywall V~
05/18/2001 84 Rough Combo A
05/15/2001 13 Shear Panels/HD's A
05/15/2001 18 Exterior Lath/Drywall V~
05M 112001 13 Shear Panels/HD's. \A
05/11/2001 15 Roof/Reroof A
06/03/2001 11 Ftg/Foundation/Piers A
05/03/2001 68 FireplacefTie Straps \A
01/23/2001 11 Ftg/Foundation/Piers A
01/23/2001 12 Steel/Bond Beam A
DAVID A. POPIELA
i452RINCON VILLA DR.
ESCONDIDO, CA. 92027
ca At
Job Addrem bexd aftff a , ja 7 gj 0!aL,
Owner B Ma-
cottr. Mar ICDM& Cmde. Zte-)
ke DvKnie Met'[ c Genctod coutmw M
Cow, Mi ltf:porUd Voit b
I A 1.1 %.. - ol
.9 69
wp~
10"
- MZ4111
0
.NOTE
n D A. POPIELA- T
slgutm~ 0,1
CERTIFICATE OF COMPLLANCE '11
HERE
.
OCIRTUT-THAT I HAVE INSPZMD ALL OF-THE ABOVE REPORTED WORK
...:UNLESS OTHERWMNOTED I HAVE FOUND TMS WORK TO compLy wrM Tft
APPROVED PLANS & SPEMT10W
DATE OF REMRT
Carlsbad 00-3962
November 8p 2000
SPECIAL INSPECTION PROGRAM
CaLA11 a jC6W15bact (9,z 00 ADDRESS OR LEGAL DESCRIPTION. -
OZ Pa TU&4-k La Pvw;,l PLAN CHECK NUMBER. OWNER S NAME: O(VICI
'I, as the owner, or agent of the owner (contractors may IlLt employ th a special inspector), certify that 1, or the arch ltect/ongl near of record, will be responsible for employing the special Inspector(s) as req'uIred by Uniform Building Code (UBC) Section 1701.1 for the construction project located ~th site I at el vs.. Section 106,15.
8 gned
11 as the engineer/architect of record, certify that I have prepared the following special
Inspection program as required by USC Sector 106.3.5 for the construction project located at
the site listed above.
Signed
1. List of work requiring special inspection:
Soils Compliance Prior to Foundation inspection g Field Welding
Structural Concrete Over 2300 PSI High Strength Bolting
Prestressed Concrete Expansion/Epoxy Anchors
Structural Masonry Sprayed-On Fireproofing
Designer Specified Other
Name(s) of lndlvldual(~) or firm(s) responsible for the special Inspections listed
ibo.ve:-
A,
-8. 1EV6t K'E 60 14~a~4 ~e xs-g -c JAJ
C. V
3. Duties of the special inspectors for the work listed above:
A.
C..
1 0
-'S~eeial inspWors shall oheok in vAth the; 01tyend pment fficir credentials forapprovW L=beginnIng work on theJob site.
80 -,d 12:St OOOZ 8 AON 9zST-09S-8S8:xe-:1 NOIiI680d803 IM3
Y
EsGil Corppration.
In Partnership with Government for Bui[ding Safety
DATE December 18,'2000 El APPLICANT
e JURIS.'l
JURISDICTION: Carlsbad C3 PLAN REVIEWER
0 FILE
PLAN CHECK NO.: 00-3962 SET: III
PROJECT ADDRESS: 1314 Gull Ct.
'PROJECT NAME: LaBounty Residence Addition
The plans trans mitted! herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
the plans transmitted her'ewith'will substaniially comply with the jurisdiction"s building codes
when minor deficiencies identified below are resolved and checked by budding department staff.
The plans transmitted h6rewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
iniorrhation. The plans are being held at Esgil The check list transmitted herewith is for your
L
F
e -Corporation'until corrected plans are submitted for recheck.
-Tlie applicant's c6py of the check list is enclosed for the jurisdiction to forward to the applicant p
contact person..
The applicant's copy of the check list has been sent'to:
Esgil Corporation staff did not'advise the applicant that the plan,check
-
has been completed.
Esgil Co rpo ratio n'staff did advise the applicant that the plan check has been completed.
Person contacted: Mike Stary Telephone #: In Person
Date contacted: iby: Fax' #:
Mail Telephone Fax-.-. In Person
REMARKS: Title 24' CF-1,R and MF-14Vbe taped to plans.
Py: Bill Elizarraras Enclosures: Struct. & Title 24 calc's
Esgil Corporation Soils Rprt.
GA IMB F-1 EJ n PC LOG trnsmtl.dot
9320 Chesape~ke Drive, Suite N8 S~n Diego, Califomia 92123 (858) 560-1468 Fai (858) 560-1576
EsGil Corporation
2n Partnership with Government for Bui(ding Safety
DATE: December 14, 2000 0 AEPJJCANT
C'UJURIS. -----------
:jU'RlSblCTlON'.'- Carlsbad Ell PLAN REVIEWER
0 FILE
00-3962 SET: II --PLAN CHECK-NO..
PROJECT, ADDRESS: - 1314 Gull Ct.
,:PROJECT NAME: LaBounty Residence Addition
The plans' transmitted herewith h6ve been corrected where necessary and substantialiy comply
urisdiction's building codes. w h ith t e j
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
f -,..-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
-Corp6ration until corrected plans are s6bmitted for recheck.
7 he applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person. 0
-check list has been sent to: The applicant's copy of the
_7 -Paul LaBounty
~14 Gull Ct. Ca' rlsbad, CA. 92009
Esgil Corporation staff did not advise the,applicant that the plan check has been comp eted.
Esg
.
il'Corporation staff did advise the applicant that the plan check has been completed.
-603-8959 Person contacted: Paul LaBounty Telephone #: 760
D - ate contacted: IZ-14-00 (by:,z;w) Fax #: 760-603-8961
r,.-,.MaiI-. Telephone., Fax In Per~on
REMARKS:
By- Bill Elizarraras Enclosures:
'Esgil Corporation
FJ'GA. E] MB EJ PC 12/7/00 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 San Diego, Ca1ifornia 92123 (858)560-1468 Fax(858)560-1576
'Carlsbad 06-3962 11
December 14, 2000
RECHECK PLAN CORRECTION LIST
JURISDICTION: Carlsbad
PROJECT ADDRESS: 1314 Gull Ct.
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 12/7/00
REVIEWED BY: Bill Elizarraras
PLAN CHECK NO.: 00-3962
SET: Il
DATE RECHECK COMPLETED:
December 14, 2000 1
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 disabled access. This plan, review is
based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
t
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,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
State, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking, please identify, next to each item, the sheet of the plans upon
which each correction on this sheet has been made and return this sheet with the
revised plans.
The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding.
corrections. Please contact me if you have any questions regarding these items.
D. 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 on the plans. Have ch anges been made not resulting from this list?
f ElYes. QNo
Carlsbad 00-3962 H
December 14, 2000
The following corrections were either not properly shown or addressed. The
numbering of correction list refers to original deficiency list dated 11/8/00.
PLANS
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:
1.' Deliver all
'
corrected sets of plans and calculations/reports directly to the City of,
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
2. Bring one corrected set of pl6ns and calculations/reports to EsGil Corporation,
9320 Chesapeake. Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
IL Deliver all remaining sets of plans and cal cu lation s/re ports 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., Plans,- specifications and calculations shall be sign~d and sealed 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).
4. When special inspection is required, the architect or engineer of record shall
prepare an inspection program which shall be submitted to the building official for
approval prior to issuance of the building permit., Please review Section
106.3.5. Please complete the attached form.
FOUNDATION REQUIREMENTS
12. Provide shear cone analysis for hold down anchors shown on foundation plan
and or specify Mfg. type anchors (SSTB). Section 106.3.3. This requirement
has not been met.
-Carlsbad 00-3962 11
December 14, 2000'
FRAMING
18.. Design moment frame connections per UBC 2213.6 and show these
-2 for seismic requirements on the plans. Design frame connection in 2/SD
forces x fl. UBC 2213.6
19. Clarify how moment frame base-plate will be connected to existing footings
(Epoxy anchors?), please provide spec's and details. Provide tension design
for bolts. Show distance to edge of new concrete.. See UBC 1923. The
design of frame assumes base is fixed. Design base plate and foundation
for moment.
4 .7
22.- In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table.
23-11-G. (Show blocking and horizontal strapping details).
ENERGY CONSERVATION
-27. The regulations require a properly completed and properly signed Form CF-1 R
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.
28. All energy items shown on the plans must be in agreement with the information
shown on the properly completed Form CF-IR.
,29. - Specify on the building plans all of the mandatory energy conservation
requirements as listed on the enclosure titled, "Mandatory Measures Checklist".
MISCELLANEOUS
To speed up the review process, note on this list (or a copy) where each correction item
has been address ed, i.e., plan sheet,'note or detail number, calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review ite ms,. please contact Bill Elizarraras at Esgil Corporation. Thank you.
Carlsbad 00-3962 11
December 14, 2000
SPECIAL INSPECTION PROGRAM
. :','.ADDRESS OR LEGAL DESCRIPTION:
PLAN CHECK NUMBER: OWNER'S NAME:
.1, as the owner, or agent of the owner (contractors may not employ the special ins ector), P
certif y that 1, or the architect/engineer of record, will be responsible for employing the special
insppctor(s) as required by Unifoe~n Building Code (UBC) Section 1701.1 for the construction
UBC Section 106.3.5. ove project located at the site listed ab
Signed
1, as the engineer/architect of record, certify that I have prepared the following special
inspection program as required by UBC Section 106.3.5 for the construction project located at
the site listed above.
Engineer'SlArchitect's Seat
& Signature Here
~Signed
spectioh: 1. List of work requiring special in '5
Soils Compliance Pri6ir to Foundation Inspection E] Field Welding
Structural Concrete Over 2500 PSI E] High Strength Bolting
-1 F Prestressed Concrete E] Expansion/Epoxy Anchors
Structural Masonry E] Sprayed-On Fireproofing
Designer Specified Other
2., Name(s) of individual(s) or firm(s) responsible for the special in§pections listed
above: -
A.,
3. Duties of the special inspectors for the work listed above:
4,
A I .
Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site.
.,EsGil Corporation
In Partnership with Government for Building Safety
DATE: November 8, 2000,
JURISDICTION: Carlsbad a PLIANREVIEWER
El FILE
PLAN CHECK NO,.: 00-3962 SET: I
'PROJECT ADDRESS: 1314 Gull Ct.
PROJECT NAME: LaBounty Residence Addition
F-1 'The plans transmitted herewith have been corrected where necessary and substantially comply
with the-jurisdiction's building codes.
'The plans. transmitted herewith ~vill substantially comply with th
'
e jurisdiction's building codes
esolved and checked by building department staff. when minor deficiencies identified be'low,are r
Th6 plans transmitted herewith have significant deficiencies identified on the enclosed check list ~-F
-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.
F-1 -,'Toe applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The app6cant's copy of the check list has been sent to: V\J
Paul LaBounty
1314 Gull Ct. Carlsbad, CA. 92009
Esgil Corporation staff did not advise t he applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan che'ck,has been comp leted.
Person contacted: Paul LaBounty. VVWI:~, Telephone #: 760-603-8959
QO c' Date contacted: v,~OcD (by.T=> Fax #:
A~ Mail Telephone --Fax.— In Person
REMARKS-
py: Bill Elizarraras Enclosures:
Esgil Corporation
Ej EJ PC 10/31/00 trnsmU.dot '[:],GA IVIB
93-20 6hesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
0
11
'Carlsbad 00-3962
Yovember 8, 2000
. PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
JURISDICTION: Carlsbad 911 00-3962
1314 Gull Ct.
FLOOR -AREA: 568 sqft,. Dwelling Add'n
REMARKS-
DATE PLANS RECEIVED BY.
JURISDICTION:
DA, TO N ITIAL. PLAN REVIEW
COMPLETED: November 8, 2000
STORIES: 2
HEIGHT: 22'.
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 10/31/00
PLAN REVIEWER: BW Elizarraras
"FOREWORD'(PLEASE READ):
This,plan review i's 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
-kDepartment 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 the 1998 edition. of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
'UMC and 1996 NEC (all effective 7/1/99). ~1997 UPC, 1997
The above regulations apply to residential construction, regardless of the code editions adopted
y ordinance. ..' b
-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. .1 06.4.3, .
-1,997 Uniform Build
-
ing Code, the approval of the plans does.. not permit the violation of an~,_
state, county orcity law.
-..To spe d up ihe recheck process, please note-on this list (or a copy) where each
correction item has been addressed, Le:, plan sheet number, specifidation sectiongjg~
Be sure to enclose the marked up Iist when you submit the revised plans.
ev
Carlsbad 00-3962
November 8, 2000
PLANS
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 proce*ssin g, 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, 1635 Faraday Ave., Carlsbad, CA 92008,,(760)
602-2700. 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, (858) 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. Plans, specifications and calculations shall be signed and sealed 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).
3., '"On the cover sheet of the plans, specify any items requiring special inspection,
in a format similar to that shown below. Section 106.3.2.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also require
Special Inspection in accordance with Sec. 1701 of the Uniform Buil.ding Code.
ITEM REQUIRED? REMARKS
EPDXYANCHORS PER-ICBO RPT. @ MOMENT- FRAME
CONNECTION TO EXISTING SLAB.
4.1 - When special inspection is required, the architect or engineer of record shall
prepare an inspection program which shall be submitted to the building official for
approval prior to issuance of the building permit. Please review Section
106.3.5. Please complete the attached form.
Carlsbad 00-3962
November 8, 2000
GENERAL RESIDENTIAL REQUIREMENTS
5 Window area must be at least 1 /10 of the floor area and a minimum of 10 square
feet per Section 1203.3. This applies to Mst, Bedroom. (show ITedroorn size).
6. Openable window area in habitable rooms must be 1/20 of the floor area.
Section 1203.3. This applies to Mst. Bedroom. (Show bedroom size).
ROOFING
.7. Specify on the plans the following information for the roof materials, per Section
106.3.3:
Manufacturer's name.
Product name/number.
, lCB0 approval number, or equal.
B. Show the required ventilation for attics. The 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
9.. Provide a copy of the project soil report prepared by a California licensed
architect or civil engineer. The report shall include foundation design
recommendations based on the engineers findings and shall comply with UBC
Section 1804.
10. 'Note on plans that surface water will drain away from building and show
drainage pattern and key elevations. Section 1804.7.
1.1. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per
Section 1806.6.1:
a) Plate washers (minimum size of 2" x 2" x 3/16") shall be Used on each
anchor bolt.
12. Provide shear cone analysis for hold down anchorsshown on foundation plan
and Pr specify Mfg. type anchors(SSTB). Section 106.3.3.
Carlsbad 00-3962
November 8, 2000
FRAMING
11: Detail all post-to-beam and post-'to-footing connections-and reference the detail
to the plan. Section 2314.
101
14.- Provide truss details and truss calculations for this project. Specify truss
identification nurn bers on the plans.
15. Show,clearance between top plate of interior partitions and bottom chord of 71 trusses. (To ensure nonbe'aring condition between supports as designed).
-1 6~. Per*UBC Section 2321.4, provide the following note on the plans if,trusses are
used: "Each truss shall be legibly branded, marked or otherwise have
permanently affixed thereto the following information located within 2 feet of the
center of.the span on the face of the bottom chord:
a Identity of the company manufacturing the truss.
The design load.
The spacing of the trusses."
17. Please provide.deflection calculations @ moment frame per UBC.1 630.9.2.
18:.. Design moment frame connections per UBC 2213.6 alld show these
requirements on.the plans.
'19' Clarify how moment frame base-plate will be connected to existing'footings
(Epoxy anchors?), please provide spec's and details.
P vide details on how moment frame will connect to framing members? ro
-Specify the size of the TS column upper plate (connection to W1 Ox33 Beam).
In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table
23-11-G. (Show blocking and strapping details).
.23. Show location of affic access with a minimum size of 22"x30". Section 1505.1.
~4. Specify plywood grade and panel span rating. Table 23-11-E-1.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
25." Note on the plans that receptacle outlet locations will comply with NEC Art.
210-52(a).
k7
Carlsbad 00-3962
November 8, 2000
ENERGY CONSERVATION
26! Provide plans, calculations and worksheets to show compliance with current
energy standards. (Title 24 Calculations for addition Updated to meet current
ments. require
27. The regulations require a properly completed and properly signed Form CF-1 R
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.
.28.'. All energy items shown on the plans must be in agreement with the information
s hown on the properly completed Form CF-IR.
-2 9.- Specify on the building plans all of the mandatory energy conservation
requirements as listed on the enclosure titled, "Mandatory Measures Checklist'.
MISCELLANEOUS
30. *Exterior doors may not swing outward if landing is more than 1 lower than the
-,interior floor level.
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.
v Please indicate here if any changes ha e 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 locat6d in the plans.
Have,changes been made to the plans not resulting from this correction list?
Please indicate:
Yes L] No E3
The jurisdiction has. contracted with Esgil Corporation located -at 9320 Chesapeake
D -Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to' rive,
perform the plan review for your project. If you have any questions regarding these plan
review items,'pleasecontact Bill Elizarraras at Esgil Corporatio.n. Thank you.
Carlsbad 00-3962
November 8, 2000,
VALUATION AND PLAN CHECK FEE
JURISDICTION:'Carlsbad
PREPARED BY: BUI Elizarraras
BUILDING ADDRESS: 1314 Gull Ct.
BUILDING.00CUPANCY: R3/U1
PLAN CHECK NO.: 00-3962
DATE: November 8, 2000
TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod..
VA U E
Dwelling Add'n 568 City Estimate 55,664 55,664
Air Conditioning
Fire Sprinklers
55,6641 TOTAL VALUE.
0 d':z' Juri4ction Code I , qb I;E§y r...,,,!nAnce
FBIdg. Permit Fee by Ordinance
Plan Check Fee by Ordinance W,
Type of Review: Complete Review 7
Other Repetitive Fee
Repeats E] Hourly
Esgil Plan Review Fee
[-] Structural Only
428.581
~278.57
222.861
Sheet 1 of 1
macvalue.doc
BUILDING PLANCHECK CHECKLIST
DATE: PLANCHECK NO.: CB
BUILDING A&R6& t
PROJECT DESCRIPTION:
e~2 C5~ D ASSESSOR'S PARCEL NUMBER: EST.VALUE:
ENGINEERING DEPARTMENT
ArrK V L
The item you have submitted for review has been
approved. The approval is based on plans,
-provided in y6ur information and/or specifications
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.
Right-of-Way permit is required prior to
construction of the following improvements:
By:
By:
By:
Date:
Date:
Date:
UMNIAL
Please see the attached report of deficiencies
marked with 0. Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
FOR OFFICIAL
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERIVIIT~]'
-Date:. By:
CZ7.
Dedication Application
-Dedication Checklist
Improvement Application
improvement Checklist
Future Improvement Agreement
G rad.ing Permit Application -lot
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer, Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2775
CFO INFORMATION
Parcel Map No:
Lots:
Recordation:
Carlsbad Tract:
A-4
H.%W0RD1D0CS\r_HKLSrJ3ui1d'UV Plar~eck CkIst Foffn (Gener1c).doc
1 Re~. 7114/00
BUILDING PLANCHECK CHECKLIST
SITE PLAN
',~l ST 2 N6 3 RD
'F~ F1 1 Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow
B . Existing & Proposed Structures
Existing Street Improvements
Property Lines
Easements
2., Show on site plan:
.3(;U -I_,~A_
Right-of-Way Width & Adjacent Streets
Driveway widths
Existing or proposed sewer lateral
1. :, Existing or proposed water service
J. Existing or proposed irrigation service
A. Drainage Patterns
4 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
C. Size, type, location, alignment of existing or proposed sewer and water service
(s) that serves the project. Each unit requires a separate service, however,
second dwelling units and apartment complexes are an exception.
D Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet: F1 F
!A. 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
HAW0RDXD0CS\CHKLSTXBu1Jding Plancheck Ckist Foffn (Generic).doc
4 a
DESCRIPTION
Rev. 7/14/00 2
C
BUILDING PLANCHECK CHECKLIST
44ST ND 2 3rd DISCRETIONARY APPROVAL COMPLIANCE.
4 4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
F-1 F-1 F-1 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
r-~ F~ 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 $15,000, 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
EJ 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 $75,000, 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
HAW ORD\[)OCSXCHKLSn8ui1ding Plancheck Ulm Fom (RIODLE - HARVEY 7-12-00).doc 3 Re, 12/26196
BUILDING PLANCHECK CHECKLIST
-3rd t,,'l sf','- 2~6.
checklist must be submitted in person. Applications by mail or fax a~e not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
T71 Construction of the public improvements may be deferred pursuant to Carlsbad
Muhicipal Code Section 18.40. Please submit a recent property title -report or
current grant deed on the property and processing fee of $280 so we may
prepare the necessary Neighborhood Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Neighborhood Improvement Agreement will include the following:
E] Enclosed please find your Neighborhood Improvement Agi~eement. Please return
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement Agreement completed by:
Date:
No Public Improvements required. SPECIAL NOTE: Dama -ged or defective'
Improvements found ad*acent to building site must be repaired to the satisfaction
of the Ci!y 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 unicipal Code.
El" E:] 7a. Inadequate information available on Site Plan to make a determination on grading
requirements . Include accurate grading quantities (cut, fill import, export).
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:
F-1 F-1 El _'7c'. Graded Pad Certification required. (Note: Pad -certification may be required even
if a grading permit is not required.)
HAWORDXDOCS\CHKLST\BuiIdhg Pla-check Ck[St FOM (RIDDLE - HARVEY 7-12-00).doc
0 El
4 Re~. 9128100
t7 r.- T
BUILDING PLANCHECK CHECKLIST.
si ND RD
E], 7d No Grading Permit required.
~4 E] 7e. If grading is not required, write "No Grading" on plot plan.
"'i o, 41 MISCELLANEOUS PERMITS
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, tying
into public storm drain, sewer and Water utilities.
Right-of-Way permit required for:
'N
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 7153,
for assistance.
Industrial Waste permit accepted by:
Date:
F~ 10. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discliarge
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
to issuance of grading or building permit, whichever the City Engineer prior
occurs first.
'El 11. equired fees are attached
L]/R f a No ees required
WATER METER REVIEW
0. D 12a. Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
' the life of the meter, the City will not accurately bill the owner for the water used.
All single family dwelling units received "standard" 1" service with 5/8" service.
HAW0RDXD0CSkCHKLST\BLd1ddV Plancheck Ckist Fam (Geneft).doc R~. 7/14= 5
r
BUILDING PLANCHECK CHECKLIST
~1 1ST; ND RD
2. 3
If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations,
which include total fixture counts and maximum water demand in gallons
per minute (gpm). A typical fixture count and water demand worksheet is
attached. Once the gpm is provided, check against the "meter sizing
schedule" to verify the anticipated meter size for the unit.
Maximum service and meter size is a 2" service with a 2" meter.
If a developer is proposing a meter greater than 2", suggest the
installation of multiple 2" services as needed to provide the anticipated
demand. (manifolds are considered on case by case basis to limit
multiple trenching into the street).
A
F J F 12b. Irrigation Use (where recycled water is not available)
All irrigation metirs must be sized via irrigation calculations (in gpm) prior
to approval. The developer must provide these calculations. Please follow
these guidelines:
1 . If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I",
and potable water is typically a circled "W". The irrigation service should
look like:
STA 1 +00 Install 2" service and
-1.5: meter (estimated 100 gpm)
If the impr6vement plans do not list the irrigation meter and the
service/meter will be installed via another instrument such as the building
plans or grading plans (w/ a right of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has already reviewed this if landscape plans have been prepared,
but the applicant must provide the calculations to you for your use. Once
you have received a good example of irrigation calculations, keep a set for
your reference. In general the calculations will include:
0 Hydraulic grade line
0 Elevation at point of connection (POC) 4
0 Pressure at POC in pounds per square inch (PSI)
0 Worse case zone (largest, farthest away from valve
0 Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point.of connection
In general, all major sloped areas of a subdivision/project are to be
irrigated via separate irrigation meters (unless the project is only SFD with,
no HOA). As long as the project is located within the City recycled water
HAWORMDOCSICHKLST~Sullding PLancheck Ckist Fom (Gener1c).doc 6 Rev. 7/14100
I
BUILDING PLANCHECK CHECKLIST 1 ST., "2 ND 3 R I D
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
F1, F~ 12c. Irrigation Use (where recycled water is available)
Recycled water meters are sized the same as the'irrigation meter above.
_7e
If a project fronts a street with recycled water, then they should be
connecting to this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit'for the
applicant since they are exempt from paying the San Diego County Water. Capacity fees. However, if they. front a street which the recycled water is
there, but is. not live (sometimes they are. charged with potable water until
recycled water is available), then the applicant must pay the San Diego
Water Capacity Charge. If within three years, the recycled water line is
charged with, recycled water by CMWD, then the applicant can apply for a
refund to the San-Diego County Water Authority (SDCWA) for a refund.
However, let the applicant know that 'we cannot guarantee the refund, and
they must deal with the SDCWA for this.
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB emo cN , 31 Address
Planner Gred Fisher Phone -(760) 602-4629
APN: Q ~s (0 ~J -oq c)
411 cc M W Type of Project & Use:- Net Project Density: DQ/XC
Zon.ing: R— C_ General Plan: P—I_rn Facilities Management Zone:
CED (in1niifl Date of participation: Remaining net dev acres:
Circle One
.0 M M cr) (F6r non-residential development: Type of landused created by
0 (D = , 0 0 L) this permit:
a c r-
CL . CL (L
Z Legend: Item Complete Item Incomplete - Needs your action
T F] Environmental Review Required: YES NO TYPE
DATE OF COMPLETION-
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
-.F_1 F-1 Discretionary Adti6n Required: YES N 0 TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
F -1, _F1 Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YESL~~ NO
CA Coastal Commission Authority? YES NO
If California. Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite
200, San Diego CA 92108-1725; (611b) 521-8036
Determine status (Coastal Permit Required or Exempt):--
Coastal Permit Determination Form already completed? YES NO
-if NO, complete. Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Follow-Up Actions:
1 Stamp Building Plans as ",Exempt" or "Coastal Permit Required" (at minimum
Floor Plans).
'2) Corn 'Iete Coastal Permit Determination Log as needed. p
H:\ADMIN\COUNTER\BldgPInchkRevChklst
[7] nclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolb~r, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!)
Site,Plan:
-1 Provide a fully dimensional site plan drawn—I-Q scale. Show: North arrow,
7- property lines easement
. s, -
existit~ ~and proposed structures, streets, existing
street inlDrovements riaht-'of-wav width dimensional setbacks and existino a
topographical lines.
2. Provide legal,'description of property and assessor's parcel number.
Zoning:
F-1 F1 F-1, 1 . Setbacks:
"
71. -Front: Required Shown tl f! Interior Side: Required Shown
Street Side: Required - Shown
Rear: Required' Shown
F-1 2. Accessory structure setbacks: E:1 TI'l
Front: Required Shown
Interior Side: Required Shown
Str6et Side: Required Shown
Rear: Required Shown
Structure separation: Required Shown
F1 F-1 F1 3. Lot Coverage: Required Sho wn
J F1 'n 4. Height: Required Shown
5. Parking: Spaces Re~uired Shown
Guest Spaces Requir6d Shown
Additional Comments E
Rl~__ sk~ k V~Acll(__ V
A
onn,
fftc 44. 1 mf m jhM*4of C2
ISSUE AND ENTERED APPROVAL INTO COMPUTE-5,,-~'Z_— DAT~?-05_0'.
C
y
\CO ~+Rev
colbaugh & assoc. inc. 2453 impala drive
carlsbad, california 92008-7234
(760) 438-4646 fax 438-4670
November 30, 2000
Stary Construction
170.1,~ Saxony Road
Encinitas, California 92024 ECA 00-20-01
Attention: Mr. Mike, Stary
Limited Geotechnical Investigation, Proposed Two-Story Addition, 1314 Gull Court, Subject:
Carlsbad, California 92009
References: (1) Portions of Foundation Plans and Notes, Prepared by Adriana Dragns
Consulting Structural Engineering
.,(2) "UBCSEIS", Computer software by Thomas Blake, dated January, 1998
(3) "Maps of Known Active Fault Near-Source Zones in California and Adjacent
Portions of Nevada:, by CDMG, dated February, 1998
Deaf Mr. Sta'ry,
This letter-report, presents the findings of our limited geotechnical investigation for the
proposed two-story addition to the subject residence. Our services were verbally requested and
authorized by you on November 20, 2000. Our scope of work consisted of the following:
ReYiew of the above referenced plans and reports.
Visits to the site on November 20 to view the site conditions and on November 22,
2000 to excavate a test pit to observe the subgrade soil and collect in-place and bulk
samples for laboratory testing.
Laboratory testing of the soil samples retrieved to determine the pertinent engineering
characteristics.
Visit to. the City of Carlsbad, Building Department to review available d ocuments
pertaining to the development of the site.
Perform a computer aided analysis of the site to determine the seismic source factors
per the 1997 Uniform Building Code (UBC).
geotechnical engineering -engineering geology
I
Stary Construction
-November 30, 2000
-`,.Page 2_ ECA 00-20-01
-report presenting our . findings, conclusions and Preparation of this letter
recommendations.
FINDINGS V."
Existing Conditions: Based on our review of the limited documents available at the City of Carlsbad
-,we understand that the existing two-story single family residential structure was built in 1996. We
also understand that the existing structure is supported by a post-tensioned foundation system,
presumably recommended by the geotechnical firm of record, GeoSoils, Inc. At the time of our
,visits to the site the rear yard patio flatwork within and adjacent to the proposed addition was being
demolished.,
1-j ~-4,
'Review of the grading plan for the area indicates the site is located within the upper reaches
of what previously formed a canyon. According to the pre-graded topography, the lot is underlain
,b' at least six feet of engineered fill in the northwest comer of the lot and at least twenty feet of fill y
in the southeast comer of the lot.
Subsurface Investipation: Our subsurface investigation consisted of manually excavating one test
~pit in the vicinity of the western foundation line of the proposed addition. The material encountered
'is classified as engineered fill and consists of silty sand with a trace of clay and was medium dense
to denseand moist to the full depth of the test pit (21/2-feet). In-place samples were retrieved from
-half, one and two feet and a near surface bulk sample was also retrieved. depths of one
Ldboratory Testing: The subgrade soil samples retrieved from the test pit were subject to various
tests,'.the results of Which are presented below.
Maximum Density - ASTM D1557-91
Maximum Optimum
Sample Depth Classification QKy Densily Moisture Content
0-2 feet Silty Sand (SM) 11 7pcf 14%
I
Stary Construction I Is ML
-November 30, 2000
Page 3 ECA 00-20-01
Moisture and Density - ASTM D2216-94 and D2937-83
Relative
Samr)le Depth DEy Densi Moisture Content Compaction
0 0. 5' 107.0 pcf 16% 91%
1.5' 108.7 pcf 14% 93%
1 1 1~ Al rf 11%
Expansion Index - UBC 18-2
Expansion Index UBC Classification
8 Very Low
Grain Size Distribution - ASTMD422-63
22% Passing #200 sieve
Atterberg Limits - ASTMD4318-98
Non Plastic
Soluble Sulfate - Caltrans 417
Soluble Sulfate Content Sulfate Exposu* re
<0. 10% Negligible
Based'on the test result and Table 19-A-4 of the 1997 UBC, Type II cement may be utilized for the
foundation elements providing all other provisions of this table and others are satisfied.
Seismic Source Factors: Review of Reference 3 indicates that the site is within I Okm of the Rose..
Canyon Fault Zone. Therefore, according to Section 1629.4.2 of the 1997 UBC, this site must be
a~signed ahear source factor. The near-surface soil is classified as being equivalent to soil profile
type "Sd" of the Uniform Building Code (UBC) Table 16-J - Soil Profile Types. This information
along with the longitude and latitude coordinates of the site were then provided as input parameters
in the 'referenced software"UBCSEIS". The program performs a search of the most current
California Division of Mines and Geology database of known active faults and calculates the UBC
near-source factors based on the closest, most critical, active fault to the site.
E&
ECA 00-20-01
_,Stary Construction
,November 30, 2000
'Page 4'
The findings are summarized below and a copy of the output file is attached.
Soil Profile Type: Sd
UBC Seismic Zone: 0.4
Nearest Type B Fault: Rose Canyon
Distance to Fault: 7.5 kin
UBC Seismic Coefficients: Na-1.0
Nv= 1. 1
Ca=0.44
Cv-0.70
Ts=0.640
To=O. 128
CONCLUSIONS
-story addition as planned providing the The subject property is suited for the proposed two
recommendations presented below are incorporated into the plans and construction operations of the
foundation system. The scope of this study is limited to the influence of the surficial soils on the
0 Joundation system of the proposed two-story room addition. This scope of our study excludes the
evaluation of the full depth.of engineered fill underlying the lot and/or any underlying earth material.
RECOMMENDATIONS
The recommendations presented below are based on observations made during our visits to
the site, limited subgrade soil sampling and laboratory testing.
Treatment of Existing- Ground: Our field and laboratory testing indicates that, where tested, the near
surface soil is in excess of 90 percent relative compaction. Therefore, only those surficial soils
which are substantially disturbed during demolition of the rear-yard flatwork, lawn areas, etc. will
require Ye-compaction.
Foundation Excavations: All excavations should be cleansed of any loose soil and/or debris prior to
placement of concrete.. A representative of this office should observe the excavating for compliance
With this recommendation.
Respectfully submitted,
EVANS, COLB H & ASSOCIATES, INC.
4Z ......
cotp
E. David Colbaugh
Principal Engineer
G. E. 228
ro rr
No. 228
Up. 3 -31-03
CH "0 W. C
Stary Construction
November 30, 2000
Pa& 5, ECA 00-20-01
Foundation Design: All structural foundation elements should be designed utilizing the soil
parameters presented in Table 18-1 -A and 18-1 -C of the 1997 UBC and/or CBC for a subgrade soil
classifi~d as silty sand (SM).
Foundation Reinforcement: Although the subgrade soil is classified as having a "very low"
expansion potential, we recommend that all continuous footing be reinforced with two No. 4
'iei~fo,rc*ing bars,'one near the top (two inches clear) and one near the bottom (three inches clear).
Slab-on-Grade: The slab-on-grade should be a nominal four inches thick and be underlain by one-
inch of clean moist sand overlying a moisture barrier consisting of six-mil PVC plastic sheeting with
all joints overlapped at least 12 inches. There should be a least two-inches of clean, moist sand or
Vel beneath the vapor barrier. The slab should be reinforced with No. 4 reinforcing bars, 18-grav
inches on center both ways.
emed Type: As discussed above, the near-surface site soil exhibits a negligible exposure to
sulfates.* Therefore, Type 11 cement may be utilized for all concrete elements in contact with the soil
providing that all other provisions of Table 19-A-4 of the 1997 UBC are satisfied.
IV
AA
COMPUTATION OF 1997
UNIFORM BUILDING CODE
SEISMIC DESIGN PARAMETERS
U B C S E I S
Version 1.00
COMPUTATION OF 1997
UNIFORM BUILDING CODE
SEISMIC DESIGN PARAMETERS
.,jOB~NUMBER: 00-20-01 DATE: 11-28-2
1 000.
JOB NAME: 131A GULL CT.
4 7
FAULT-DATA-FILE NAME: CDMGUBCR.DAT
SITE COORDINATES:
SITE LATITUDE: 33.1014
SITE -LONGITUDE: 117.2931
UBC SEISMIC ZONE: 0.4
UBC SOIL PROFILE TYPE: SD
..NEAREST TYPE A FAULT:
NAME: --ELSINORE-JULIAN
DISTANCE: 40.2 km
NEAREST TYPE 'B FAULT:
NAME: RO~E CANYON
DISTANCE: 7.5 km
'-NEAREST TYPE C FAULT:
NAME":'
DISTANCE: '999.99.0 km,
SELECTEI~ UBC SEISMIC COEFFICIENTS:
Na: 1.0
Nv:
C~: 0.44
Page 1
00-20-Ol.out I
C'v: 0.70
Ts: 0.640
To: 0.128
CAUTION:. The digitized data points used to model faults are
limited in number,and have been digitized from smal e v'Z
scale maps (e.g., 1:750,000 scale). Consequentl' y
the estimated fault-site-distances may be in error
by
'several kilometers. Therefore, it is important tha
t
the distances be carefully,che'cked for accuracy and %
adjusted as needed, before they are used in design.
- ---------------------------
SUMMARY OF FAULT PARAMETERS ---------------------------
i4ge,
-------------------------------------------------------------------
----------
I APPROX.ISOURCE I MAX. I SLIP
.FAULT
ABBREVIATED IDISTANCEI TYPE I MAG. I RATE
TYPE
FAULT NAME 1. (km) I(A,B,C)l (Mw) I (mm/yr
DS, BT)
7 --7- -------
ROSE CANYON 7.5 B 6.9 1.50
SS
_-~--NEWPORT-INGLEWOOD (Offshore) 14,. 0 B 6.9 1.50
SS
7CORONADO BANK 32.6 7.4 3.00
SS
ELSINORE-JULTAN. 40.2 A 7.1 5.00 Ss,
ELSINORE-TEMECULA 40.2 B 6.8 5.00
Page 2
00-20-01.out
SS
ELSINORE-GLEN IVY
SS
PALOS VERDES
SS
EARTHQUAKE VALLEY
1. SS
':*SAN.JACINTO-ANZA
SS
,SAN-JACINTO-SAN JACINTO VALLEY
SS
NEWPORT-INGLEWOOD (L.A.Basin)
"7', SS
--SAN,JAC NTO-~:COYOTE CREEK SS
CHINO-CENTRAL.AVE. (Elsinore)
bs
-Pt EtSINORE-COYOTE MOUNTAIN'.
ISS
";"ELSINORE-WHITTIER
SS_
'J',-.SAN JACINTO-SAN BERNARDINO
SS
S.AN'JACINTO -.BORREGO
ss~
-SAN ANDREAS Southern
SS
'~AN._JOSE
DS
MOUNTAIN
S.S
CUCAMONGA
DS
SIERRA MADRE .(Central)
DS
'kBURNT MTN.'
SS .40 .~'.SNORTH FRONTAL FAULT ZONE (West)
DS
SUPERSTITION MTN. (San Jacinto)
SS
~-CLEGHORN,
SS
EUREKA, PEAK''
SS
k ELMORE RANCH
SS
-NORTH FRONTAL FAULT ZONE (East)
1 60.4 8 1 6.8 5.00
1 '63.4 B 7.1 3.00
66.9 B 6.5 2.00
77.1 A 7.2 12.00
79.2 B 6.9 12.00
81.3 B ~-9 1.00
83.1 B 6.8 4.00
83.4 B 6.7 1.00
88 -.0 B -6.8 4.00
89.6 B 6.8 1 2.50
101.9 B 6.7 1 12.00
103.0 B 6.6 4.00
108.1 1 A 7.4 24.00
116.7 B 6.5 0.50
118.9 B 7.0 2.50
120.9 A 7.0 5.00
121.0 B 7.0 3.00
126.9 B 6.5 0.60
128.2 B 1 7.0 1.00
128.3 B 6.6 5.00
130.5 B 6.5 3.00
131.3 B' 6.5 0.60
134.3 B 6.6 1.00
135.2 1 B 6.7 0.50
Page 3
00-20-Ol.out
DS
RAYMOND 135.8 B 6.5 0.50
DS
SUPERSTITION HILLS (San Jacinto) 135.9 B 6.6 4.00
SS
CLAMSHELL7SAWPIT 136.2 B 6.5 0.50
DS
SAN ANDREAS'- 1857 Rupture 136.3 A 7.8 34.00
_SS
-ELSINORE-LAGUNA SALADA 137.9 B 7.0 3.50
SS
'~VERDUGO 139.8 B 6.7 0.50
Ds
A HOLLYWOOD 142.9 B 6.5 1.00
:.Ds'
_-LANDERS 143.5 B 7.3 0.60
SS
HELENDALE S. LOCKHARDT 146.5 B 7.1 0.60
SS
BRAWLEY SEISMIC ZONE 150.3 13 6.5 25.00
SS
',SANTA MONICA 150.6 B 6.6 1.00
Ds
LENWOOD-LOCKHART-OLD WOMAN SPRGS 152.1 B 7.3 0.60
SS
MALIBU COAST 154.9 B 6.7 0.30
DS
EMERSON So'..- COPPER MTN. 156.2 B 6.9 0.60
SS
--JOHNSON VALLEY (Northern) 156.6 B 6.7 0.60
SS
SIERRA MADRE (San Fernando) 160.7 B 6.7, 2.00
J DS
IMPERIAL 162.1 A 7.0 20.00
SS,
I - - -
SUMMARY
- - - - - - - -
OF FAULT
- - - - - - - - - -
PARAMETERS ----------------------------
Page '_211
- ----------------------------------------------------------------
-- --------
I APPROX.ISOURCE MAX. SLIP
FAULT
Page 4
21
00-20-Ol.out
0
ABBREVIATED IDISTANCEI TYPE I MAG. I RATE
TYPE
FAULT NAME I (km) I(A,B,C)l (Mw) I (mm/yr
1,(SS,DS,BT)
ANACAPA-DUME 1 163.4 1 B 1 7.3 3.00
DS
`SAN~GABRIEL 163.6 B 7.0 1.00
SS
-PISGAH-BULLION MTN.-MESQUITE LK 1 166.0 1 B 1 7.1 1 0.60 SS
CALICO HIDALGO 169.5 B 7.1 0.60
SS
SANTA SUSA14A 176.1 B 6.6 5.00
DS
'HOLSER 185.0 B 6.5 0.40
D S ." SIMI-SANTA ROSA 192.7 B 6.7 1.00
DS
-'OAk,RIDGE (Ons'hore) 193.4 B 6.9 4.00
DS
GRAVEL HILLS -r HARPER LAKE 200.0 B 6.9 0.60
SS
SAN-_CAYETANO, 1 201.9 1 B 1 6.8 1 6.00
DS
'BLACKWATER 215.3 B 6.9 0.60
SS
rv-- 'VENTURA PITAS POINT 220.8 B -6.8 1.00 t DS
-SANTAIYNEZ (East) 221.6 B 7.0 2.00
SS
SANTA CRUZ.,ISLAND 229.4 B 6.8 1.00
DS
jw,_,M.RIDGE-ARROYO PARIDA-SANTA ANA 231.5 B 6.7 0.40
DS
RED MOUNTAIN 234.8 B 6.8 2.00
DS
GARLOCK (West). 237.7 A 7.1 6.00
SS
PLEITO THRUST 243.2 B 6.8 2.00
DS
B G *PINE 249.1 B 6.7 0.80
SS
GARLOCK (East) 252.1 A 7.3 7.00
SS
WHITE WOLF 263.7 B 7.2 2.00
r c 'r
Page 5 A:.
00-20-Ol.out
'"SANTA ROSA ISLAND
DS
SANTA YNEZ (West)
'I , SS
SIERRA NEVADA
DS
.,,~LITTLE LAKE
SS
-OWL LAKE--
2", A SS
PANAMINT VALLEY ..
TANK CANYON-
IL
DS
DEATH VALLEY (South)
Ss
LOS -ALAMOS-W. BASELINE
D S
LIONS HEAD
DS
DEATH VA_LLEY (Graben)
DS
4 'SAIST LUIS RANGE (S. Margin)
DS,
SAN JUAN SS
CASMALIA,(Orcutt Frontal Fault)
DS
6WENS VALLEY,
Los 0SOS
DS
HOSGRI
SS
HUNTER MTN. SALINE VALLEY
'SS
DEATH VALLEY (Northern)
SS
INDEPENDENCE.
DS
RINCONADA
SS
B IRCH CREEK
SAN -ANDRIEAS (Creeping)
SS.
WHITE MOUNTAINS
264.2 B 6.9 1.00
266.7 B 6.9 2.00
276.5 B 7.1 0.10
280.9 B 6.7 0.70
281.2 B 6.5 2.00
1 281.5 1- B 1 7.2' 1 2.50
282.5 B 6.5 1.00
289.9 B 6.9 4.00
309.0 B 6.8 0.70
326.5 B 6.6 0.02
331.5 B 6.9 4.00
336.2 B 7.0 0.20
336.9 B 7.0 1.00
344.6 B 6.5 0.25
349.5 B 7.6 1.50
366.2 B 6.8 0.50
372.2 B 7.3 2.50
375.6 B 7.0 2.50
385.0 A 7.2 5.00
385.3 B 6.9 0.20
387.2 B 7.3 1.00
1 441.7 1 B . 1 6.5 1 0.70
1 443.5 B 5.0 34.00
446.2 B 7.1 1.00
Page 6,
00-20-01.0ut
.7DEEP SPRINGS 1 464.6 1 B 1 6.6 1 0.80
DS
SUMMARY
---------------------------
OF FAULT PARAMETERS
---------------------------
----------- 7 -----------------------------------------------------
-7 -7 7,-
APPROX.]SOURCE I MAX. I SLIP
tj FAULT
ABBREVIATED IDISTANCEI TYPE I MAG. I RATE
TYPE
FAULT NAME I (km) I(A,B,C)l (Mw) I (mm/yr
l(SS,DS,BT'~
DEATH VALLEY (N. of Cucamongo) 469.6 A 1 7.0 1 5.00
I SS,
ROUND VALLEY,(E. of S.N.Mtns.) 476.8 B 1 6.8 1* 1.00
I DS
FISH~SLOUGH 484.6 B 1 6.6 1 0.20
DS
~HILTON CREEK 502.9 B 6.7 1 2.50
DS
-'HARTLEY SPRINGS 527.3 B 6.6 1' 0.50
DS
',ORTIGALITA 527.8 B 6.9 1 1.00
SS
CALAVERAS (Sc.of Calaveras Res) 533.4 B 1 6.2 1 15.00
SS
.-MONTEREY BAY TULARCITOS 536.1 B 7.1 1 0.50
DS
PA-LO
,
COLORADO SUR 537.1 B 7.0 1 3.00
SS
QUIEN SABE 546.6 B 6.5 1 1-.00
SS
MONO LAKE 563.3 1 B 6.6 1 2.50
DS
_ZAYANTE-VERGELES 565.2 B .1 6.8 1 0.10
SS
SAN ANDREAS (1906) 570.4 A 1 7.9 1 24.00
SS ,
.;,SARGENT 570.5 B 6.8 3.00
Page 7
-00-20-01.out
Ss
'--.'ROBINSON CREEK
1 1,-' ' DS
SAN GREGORIO
SS., ",GREENVILLE
S S
",MONTE VISTA SHANNON
DS
HAYWARD (SE,Extension)
SS
-~IANTELOPE VALLEY
DS
--;-"fHAYWARD (Total Length)
S S.
-4,CALAVERAS (No.of Calaveras Res)
SS
f?GENOA
DS
'CONCORD - GREEN VALLEY
SS
-...rRODGERS CREEK.
SS
~WEST ,NAPA
SS
,-,-,POINT,REYES
DS
-,HUNTING * CREEK -*,BERRYESSA
SS
MAACAMA (South)
SS
COLLAYOMI -~
SS
4 "BARTLETT SPRINGS
S S
'MAACAMA (Central)
Ss -
MAACAMA (Nor~h)
~S
ROUND VALLEY (N. S.F.Bay)
SS,
.~"BATTLE CREEK~'
DS
LAKE:MOUNTAIN
SS
z -4GARBERVILLE-BRICELAND
Ss
MENDOCINO FAULT ZONE
594.6
611.5
620.2
620.6
620.7
634.9
640.4
640.4
660.3
688.1
726.9
727.8
745.8
750.2
1 789.7 1
806.5
810.0
831.3.
890.8
896.9
920.3
.955.4
972. 5
1028.8
B 6.5 0.50
A 7.3 5.00
B 6.9 2.00
B 6.5 0.40
B 6.5 3.00
B 6.7 0.80
A 7.1 9.00
A 6.8 6.00
B 6.9 1.00
B 6.9 6.00
A 7.0 9.00
B 6-5 1.00
B 6.8 0.30
B 6.9 6.00
B 6.9 9.00
B 6.5 0.60
A. 7.1 6.00
A 7.1 9.00
A 7.1 9.00
B 6.8 6.00
B 6.5 0.50
B 6.7 6.00
B 6.9 9.00
A 7.4 35.00
Page 8
.00-20-01.out
DS
SALMON (Onshore) 1035.5 A 7.0 5.00
DS
MAD RIVER 1038.3 B 7.1 0 -.70
DS
CASCAbIA SUBDUCTION ZONE 1042.5 A 8.3 35.00
DS
'IMcKINLEYVILLE 1 1048.7 B 1 7.0 0.60
-DS
TRINI.DAD 1 1050.2 1 B 1 7.3 1 2.50
-DS
''FICKLE HILL 1050.7 B 6.9 0.60
rl DS
—TABLE BLUFF 1 1056.1 1 B 1 7.0 1 0.60
DS
...(!LITTLE SALMON (offshore) 1069.4 B 7.1 1.00
DS
---------- 7 ----------------
SUMMARY OF FAULT PARAMETERS
---------------------------
Page - ------------------------------------------------------------------
-----------
I APPROX.ISOURCE I MAX.~j SLIP
FAULT
ABBREVIATED IDISTANCEI TYPE I MAG. I RATE
TYPE
FAULT NAME I (km) I(A,B,C)l (Mw) I (mm/yr
(SS,DS,BT), -- -----------------
BALD MTN.FLT.ZONE 1087.1 B 7.3 0.50
DS
44
Page 9
A,k
Spectral Acceleration (g)
0
ANY
f
1 L Y U I k..p a V 1 6
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
T~is forrfi rnust be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior, to issuing a building'permit. The City will not issue any building permit without a completed school fee form.
.'Project Name:
T Building Pennit
-,-Plan Check Number:
Project Address:
/4 7/_
A.P.M: -(.Pzi a 10 -00
Project Applicant
(Owner(s) Narne(s))
Project Description:
Building ype:
,Residential
Second Dwelling Unit:
Res. Additions:
Comerc./ Ind.:
Number of New Dwelling Units
Square Feet of Living Area in New Dwelling
Square Feet of Living Area in SDU
,Net Square Feet New Area
Square Feet Floor Area
4
101 South Ranch Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (9444300) Encinitas, CA 92024 (753-6491)
Certification of Applicant /Owners. The person executing this declaration ("Owner") certifies tinder penalty of perjury that (1) the
information provided above is correct and true to the best of the Owher's knowledge, and that the Owner will file an amended
certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling* units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) th e Owner is the owner/ developer of the abbve described project(s), or that the person executing this declaration is
authorized to sign on behalf of the' Owner.
Sign6ture:
4
2075 Las
Date: P_'//`~W /
mas Dr. o Carlsbad, CA 92009-1576. o (760) 438-1161 FAX (760) 438-0894
U
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THISF6RM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR, THE PROJECT HAVE
BE SATISFIED. BEEN OR WILL
SCHOOL DISTRICT:
Tfie undersigned, being duly authorized by the applicable School District, certifies that the
,~`.ri,',.developer, builder, or owner hai satisfied the obligation for school facilities. This is to certify that
J the 'iipplicant' listed on 'page I.. has paid all amounts or completed other- applicable. school
District. The City may issoue building, permits for thi Mitigation determined by t.he School s project.
SIGNATURE OF AUTHORIZED SCHOOL.
DISTRICT OFFICIAL
17-
en Reeman -.71TI-E
t Carlsbad unific-n S611~1b~i NAME OF SCHOOL DISTRICT. lBuisiness semces 01 - Fiio Avenue
Corlsbad, U51110rilta-9 DATE. 11C91,01
PHONE NUMBER
X6
1 34
',City of Carlsbad
1635FaradayAv Carlsbad,CA 92008
7 05/01/2001 Plan Check Revision Permit No:PCRO1089
-Building Inspection Request Line (760) 602-2725
Job Address:, 1314 GULL CT CBAD
PerMItTV0e:' PC k" Status: ISSUED
'Parcel'No: 2156421000. % Lot #: 0 Applied: 04/17/2001
Valuation: $0.00.- Construction Type: VN Entered By: RIVIA
6hc'e #: Plan Approved: 05/01/2001 Refer
Issued: 05/01/2001
Project Title-, LABOUNTY RES-ADD 244 PORCH., Inspect Area:
14 rT EXT FIREPLACE,REV WINDOW/DOOR@OFFICE
Applicant: Owner:
"'s-_"_;" M I KE STARY LABOUNTY PAUL&JUDITH
"'-8108 05/01/01 0002 01 02 /AA
131
-
4 GULL:,CT /1) C13P 16'4 "00.-
C4RCSIBAD-CW92009
-'944-1686
CX
$1W00 rotal Payrne~ts'~tE Date: '46.00 6alanceDue:\ $164.00 Total Fe es:
n Fei~ $164.00 Plan Check Revisio
Additional F6~s' -$0.00)
A,-A
1
-TINALAPPROVAL -C
lrispecto'~. Date: Clearance:
4W NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referined t6 as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest ~rocedures set foith in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
ct You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer conne ion fees and capactiy
,2 changes, nor planning, zoning, grading oriother similai application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactiohs of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
'A
FOR OFFICE-USE "LY rA 00
-,PERMIT APPLICATION PLAN CHECK NOfV_Q&_0.i
EST. VAL.' I
dITY,OF CARLSBAD BUILDING DEPARTIVIE~ V
Plan Ck. Deposit 1635 faraday Ave., Carlsbad, CA 92008. 4 Validated By
Date L—
i 707kb~ ECT-4 R ATI N'
1 -31 q (-_rU?_C_ e---r- Z—AR L5Z: _134~ !1. 9
Address (include Bldg/Suite fl, Business Name (at this address)
~egal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total- # of units
T7 SSOSSorS Parcel # Existing Use
Pr .
posed Use,
,,
e7Aj C KA ~J _j W I 14 .2~)o'kWA-
- ~Name. Address City stati Telephone # Fax #
-C-7 ~414
Name. Address City State/Zip. Telephone #
N 71OPE 0
&
Name Address City State/Zip Telephone #
-Q. t c -27 7. Em Ir Q_ N
i~ec. 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
also requires the'applicaht for such permi t to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law ,
lChapter 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 St . ate/Zip Telephone #
License Class City Business License # .,State License
City F.,!~iigner Name Address State/Zip Telephone
T A", State License #
..A ~09 ,LERSINC( ~MPI ~NS~A~ ~IN _7 VR- 7— %
w
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following decl rations:
[j :1"I haiV6 and will maintain a cert'ficate, of ~onsent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
V or the work for which this permit is issued.
I* hav~ a 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:
Insu - rance Company Policy No. Expiration Date
~~(THIS SECTION NEED NOT BE COMPLETED IF 'THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
C] t 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 DA~TE
Mgt :ffiffl FftLDE -15t
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0' 1, 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 o wner of property'who builds or improves thereon, and.who does
such work himself or through his own employees, provided that such improvem6nts 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).
0 l,'as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Co;tractor'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 Cbntractor's License, Law).
I am exempt under Section Business'and P.rofessi.ons Code for this reason:
1-.~, "I personally, plan to provide th6tmajor labor and materials for construction of the proposed property improvement. 0 YES C]NO
.I (have have'not) signed an application for a building permit for the proposed work.
31.1 1 have contracted .with the following person (firm) to provide the proposed construction (include name / address I phone number contractors license number):
4. 1 plan to provide portions oft6e work, but I have hired the following person to coordinate, supervise and provide the major work (include name address / phone
number / contractors license number):
I Will provide som.e of the work but'l have contracted (hired) the following persons to provide the, work indicated (include name address phone' numbs I
r type of work):
PROPERTY OWNER SIGNATURE DATE
f CN-9 'T L H ;E T
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
pr . ograrri under Sections -,25605, 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? YES NO
Is the facility to be constructed within 1,000.feetL of the outer boundary of a school site? 0 YES [:] NO
IF ANY OF.THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT'Bt ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE -;REQUIREMENTS OF THE OFFICE 00 EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
M
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code).
LENDER'S NAME" 'S ADDRESS LENDER I eppl - eft , 'NT4,1EFILTIEyC~ (ON J
I certify that I have read, the applicati;n, and state that the above information is correct and that the information on.the pians is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV 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.
Oilml~: L~ ki 6SHA permit is'. required for excavations over 5'0" deep'and demolition or construction of structures over 3 stories in height.
EXPIRATIO N: Ev ery 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 com,4nced Within 180 days from the date of such permit or if the building or work. authorized by such permit is suspended or abandoned
at ar~y time after the work is commph#c! fet -A e od 106.4.4 Uniform Building Code).
PLICANT'S SIGNATUR E DATE 41(. 6 7
a YELLOW: Applicant PINK: Finance WHITE:
EsGil Corporation'
In Partnership with Governmentfor Building Safety
DATE: Mak 1, 2001 0 A~PLICANT
JURISDICTION: Carlsbad Ell PLAN REVIEWER
E3 FILE
,."PLAN CHECK NO.: PCROI-089 (Old 00-3962) SET: II
PROJECT ADDRESS:, 1314 Gull Ct.
''PROJECT NAME: R~Visions to LaBounty Residence
he plans transmitted herewith have been corrected where necessary,and substantially comply
\kifii the jLirisdiction's building codes.
The
,
-pI gnsl transmifted 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
an d should be' corrected and resubmitted for a complete recheck.
F -The check list transmitted herewith is for your information. The plans are being held at Esgil ,*v - 114. 1
',Corporation until corrected plans are submitted for recheck.
17~ 11_,T 6 a plicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
p act person.
Fl. the appl icant's" copy of the check list has been sent to.
4. Al
Esdil Corporation staff did not advise the applicant that the plan check has been completed.
-,~sgil'C&poratio'n staff did advise,the applicant that the plan check has been completed.
Person contacted: Mike Stary Telephone #: In Person
-.',Dat66ontacted:, (by: Fax #:
.":..Mail Telephone Fax In Person
REMARKS: The following changes must be transferred to City copy: 1. @ Title sheet (10, C learance @ fireplace flue) 2. @ A. 1 (Ad& shear wall lengths) 3. @ S-213 (Ledger connection)
Please note all changes are in red. Th nk you
as Enclosures: Fireplace Mfg. spec's BY-, Bill Elizarrar'
Esgil Corporation City approved plans sent via courier
El GA El M13. [:1 EJ 171 -PC LOG trnsmtl.dot
+
9320 ChesapeAe Drive, Suite 208 San Die ifornia 92123 (858) 560-1468 Fax (858) 560-1576
EsGil Corporation
2n Partnership with Governmentfor Bui(ding Safety
DATE: April 25, 2001 El APPLICANT
EI (GR19S~.
'JURISDICTION: Carlsbad C3 P-tAITREVIEWER
El FILE
PLAN CHECK NO.: PCRO 1-089 (Old 00-3962) SET: I
PROJECT ADDRESS: 1314 Gull Ct.
PROJECTNAM E: 'Revisions to LaBounty Residence
F I -The' plans transmitted herewith have been corrected where necessary and substantially comply
-with the jurisdiction's building codes..
F'],.-,The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building depart ent staff.
F _Tr_,The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
Z ,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
c(intact person.' -
The applicant's copy of the check list has been sent to:
Mik6 Stary
.'.7 11 301 Saxony, Encinitas, CA. 92024
0 '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: Mike Stary Telephone #: 760-944-1680
Date contacted: V/Z-5/0% (by: 4—' Fax #: SA 14,~-
Mail Telephone Fax In Person
'.REMARKS:
Y,~
.',,.-.By: Bill Elizarraras Enclosures:
Esgil Corporation
.,E] GA [:1 M B El Ei F-1 PC 4/17/01 tmsmtl.dot
9320 Chmpeake Drive, Suite 208 San Diego, Califomia 92123 (858) 560-1468 Fax (858) 560-1576
Carlsbad PCRO 1-089 (Old 00-3962)
`~Ap ril 25, ~2001
PLAN REVIEW CORRECTION LIST
rw, SINGLE FAMILY DWELLINGS AND DUPLEXES
'FOREWORD (PL EASE 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 the 1998 edition of
.."the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
1997 UPC, -1997 UMC and 1996 NEC (all effective 7/1/99).
The above regulations apply to residential construction, regardless of the code editions adopted
~-.,byordinanc6.
~~-..,,*,,The following items listed need clarification, modification or change. All items must be satisfied
before the -pla'ns will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
.1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To spebd up ihe iecheck process, please 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.
Carlsbad PCR01-089 (Old 00-3962)
April 25, 2001
PLANS
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, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
lot 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, (858) 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
~eviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Cor'oration is complete. P
'2.- Plans, specifications and calculations shall be signed and sealed 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).
.-3. Specify on the plans the following information for the fireplace, per Section
106.3.3:
a) Provide Mfg. cut sheets specifying listing approval for exterior installation.
4. Note on plans that BBQ must be listed for installation in combustible
construction.
5.~ Detail hip connection to wall (Show or specify blocking @ wall for skewed hanger
connections).
6..~' Show shear wall locations at Office grid line "C" per calculations.
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.
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, Please contact Bill Elizarraras at Esgil Corporation. Thank you.
Carlsbad PCR01-089 (Old 00-3962)
April 25, 2001
VALUATION AND PLAN CHECK FEE
I
'JURISDICTION- Carlsbad
00-3962)
PREPARED BY: Bill Elizarraras
'BUI' LDING ADDRESS: 1314 Gull Ct.
BUILDING OCCUPANCY: R3/U1
PLAN CHECK NO.: PCR01-089 (Old
DATE: April 25, 2001
Revision
TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code jcb IlBy Ordin ance
1994 UBC Building Permit Fee,
1994 UBC Plan Check Fei $163.411
*,Type of Review: F-1' Z:omplete Review Structural Only
Re bve Fee El Other peb
Repeats Hourly 1.51 Hours 130.73
e- .73 Esgil Plan Review Fee
2,~
A,- -i, Based on hourly rate
C 'mments: 0
Sheet 1 of 1
macvalue.doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBEOMPcknion DATE
ADDRESS ISIH G'
ESIDENTIAL TENANT IMPROVEMENT
:RESIDENTIAL ADDITION MINOR ."'-PLAZA'CAMINO'ItEAL'-
< $101,000.00)
CARLSBAD COMPANY STORES,
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
.,,OTHER
-PLANNER DATE. C)
ENGINEER DATE
Docs/Misforms/Planning Engine'ering Approvals