HomeMy WebLinkAbout1740 SKIMMER CT; ; CB044032; PermitJob Address:
Perm it Type:
Parcel No:
Valuation:
Reference #:
Project Title:
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Patio/Deck Permit Permit No: CB044032
Building Inspection Request Line (760) 602-2725
1740 SKIMMER CTCBAD
PATIO
2159213000 ' Lot#:
. $2,800.00 Construction Type:
CHEUK RES 175 SF PATIO
ENCLOSURE/SOLARIUM
0
NEW
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Plan Check#:
Applicant:
SUN BOSS CORPORATION
Owner:
CHEUK'FAMILY TRUST 04-29-04
ISSUED
11/01/2004
SB
11/18/2004
' 11/1 8/2004
2313 HALL AVENUE 92509
909 782-2360
Building Permit
Add'l Building Permit Fee
Plan Check 7
Add'l Plan Check Fee,
Strong Motion Fee i-
Renewal Fee ,-
Add'l Renewal Fee ,
Other Building Fee
Additional Fees ;
TOTAL PERMIT FEES .
$45.79
$0.00
$0.00
$1.00,
$0.00'
x$0.00
$0.00
$0:00-
$76.55
Total Fees:'. $76.55 Total Payments'To $0.66/'Balance Due:$76.55
BUILDING PLANS x
STORAGE ^?0 il/18/04 0002 01 02
.ATTACHED,CGP 76-55
Inspector:
FINAL
Date -Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to 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 procedures set forth 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.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application.processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL.
Plan Ck. Deposit
Validated B
Date
Address (include Bldg/Suite #)Business Name {at this address)iUUS--'
Legal Description Lot No.Subdivision Name/Number Unit No. . Phase No.Total # of units
Assessor's Parcel #
/7S ^f
sting Use Proposed Use
#of Stories # of Bedrooms # of Bathrooms
Name State/Zip Telephone Fax #
Name Address
^^"-^^•••^5^|jr^3-
Telephone
Name Address City State/Zip Telephone #
"(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 [5500]).
Name
O 1 f~\ J~. ~7State License # O / L/O /
Designer Name
State License #
Address
" License Class J5
'•• Address
City State/Zip
City Business License # /
City State/Zip
Telephone #
{ - ' ' C
Telephone
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
d f 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.
H 1 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 . 57">4-7^' /^/Af D _ Policy No. &() /8> / 7 *2."o£P^X Expiration Date / /I/&S
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
O 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 (SJtfp.OOOl/in additirfp/^o the cost of compensation, damages as provided for in Section 3706 of the Labo/code, iXterest and attorney's fees.
SIGNATURE ~* DATE
minal penalties and civil
the Labo/code, iXterest
fQ/2 %£> lf
TAl ,„ ... ,.„•„..... ,..,..,..;:,,„.,«,«,«.«„,«,,.,.T»
I hereby affirm that I am exempt from'the Contractor's License Law for the following reason:
Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
C] '< 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:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. 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 / phone
number / contractors license number):
5. 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 DATE
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? Q YES CI NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? I""! YES n NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES O 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.
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 ADDRESS
I certify that I have read the application and state that the above information is correct and that the 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 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.
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 180 days from the date of such permit or if the building or work authorized by such permit is^uspended or abandoned
at any time after the work is commenced fora/^eriofl of )$6 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE
WHITE: File YELLOW: Applicant PINK: Finance
City of Carlsbad Bldg Inspection Request
For:. 06/06/2005
Permit* CB044032
Title: CHEUK RES 175 SF PATIO
Description. ENCLOSURE/SOLARIUM
Inspector Assignment: JM
1740 SKIMMER CT
Lot
Type: PATIO Sub Type:
Job Address:
Suite:
. Location:
APPLICANT SUN BOSS CORPORATION
, Owner: CHEUK FAMILY TRUST 04-29-04
Remarks:
Phone: 9517822360
Inspector:
Total Time:
CD Description
19 Final Structural
Act Comment
Requested By: MIKE
Entered By: CHRISTINE
Associated PCRs/CVs
Inspection History
Date Description Act Insp Comments
04/08/2005 11 Ftg/Foundation/Piers AP JM FOUND & LEDGER OK
EsGil Corporation
In Partnership -with government for <BuibCing Safety
. DATE: November 12, 2004
7 JURISDICTION: Carlsbad "^a-ptAN REVIEWER
Q FILE .
PLAN CHECK NO.: 04-4032 SET: I
PROJECT ADDRESS: 1740 Skimmer Ct.
PROJECT NAME: Cheuk Residence (Patio Enclosure)
Iz2 The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
L] 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.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
[_J 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:
)\1 Esgil Corporation staff did not advise the applicant that the plan check has been completed,
Esgil Corporation staff did advise the applicant that the pjan check has been completed.
Person contacted: Telephoned:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Bill Elizarraras . Enclosures:
Esgil Corporation
D GA D MB D EJ D PC 11/1/04 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576
Carlsbad O4-4O32
November 12, 20O4
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Bill Elizarraras
BUILDING ADDRESS: 1740 Skimmer Ct.
BUILDING OCCUPANCY: R3/U1
PLAN CHECK NO.: 04-4O32
DATE: November 12, 2004
TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
Patio Enclosure
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq. Ft.)
175
cb
Valuation
Multiplier
Per City Value
By Ordinance
Reg.
Mod.
VALUE ($)
2,800
2,800
$45.79
Plan Check Fee by Ordinance
Type of Review:
[~] Repetitive FeeRepeats
Complete Review
D Other
D Hourly
Structural Only
Hour
Esgil Plan Review Fee
$29.76
$25.64
Comments:
Sheet 1 of 1
macvalue.doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB
ADDRESS
DATE
RESIDENTIAL ADDITION MINOR
«$10fOOO.OO)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGINEER DATE
11/18/2004 10:50 FAX 9096843217 SUN BOSS FOUR SEASONS 001/001
POLICYHOLDER COPY
COMPENSATION
1 N S U f* A N
P.O. 80X 807, SAN FRANCISCQ,CA ,94142-0807
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
ISSUE DATE: G1-01-2OQ4
CONTRACTORS STATE LICENSE BOARD
P.O. BOX 26000 :
SACRAMENTO -. < .
CA. 95826
SK
GROUP: 000228
POLICY NUMBER: - 0018192-2004
CERTIFICATE ID; 69
CERTIFICATE EXPIRES: 01-01-200E
O1-01-2004/01-01-2005
LICENSE NUMBER: LICENSE 1310574
INCEPTION DATE: 01-91-2004
0. a.: SK
This is to certify that we have issued a valid Workers' Cornpsnsation Insurance policy in a form approved by the
California Insurance Commissioner to the employer named below for the policy period Indicated.
This policy is not subject to cancellation by the Fund except upon 30 days' advance written rtotice to the employer.
We wilt also give- you 30 days's advance notice should this policy be cancelled prior TO Its normal axpiration.
This certificate of insurance Is not an insurance policy and does not amend, axtend or alter the coverage afforded
by the po(icfe$ listid herein, .Notwithstanding any requirement, term, or condition of any contract or bthen document
with respect-to. which This certificate of insurance may be -Issued or may-pertain.'the Insurance afforded by the
policies described herein is subject to all tha terms, exclusions and conditions of such policies. ,„ , , ,'
AUTHORIZED REPRESENTATIVE PRESIDENT,
-LIABILITY UIHIT INCLUDING DEFENSE COSTS: $t,000,000.00'PER 'OCCURRENCE.
ENDORSEMENT #2OS5 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 01 -01-2004' IS ATTACHED TO AND
FORMS A PART OF THIS'POLICY. ' : : .*
NftME
SUN BOSS GDRPORATiON
231,3^ HALL'1 AVE ' •
RIVERSIDE CA'925'09 ,
SUN'BOSS CORPORATION
THIS DOCUMENT HAS A BLUE PATTERNED BACKGROUND SCIF 1026?
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STRUCTURAL CALCULATIONS
FOR
Cheuk Residence
1740 Skimmer Ct
Carlsbad, CA 92009
(NCEJobNo. 04-213)
NCE, Inc.
Consulting Structural Engineers
17815 Sky Park Circle, Suite "G"
Irvine C A, 92614
Phone (949) 752-2070
Fax (949)752-2071
NELSON CONSULTING
ENGINEERS
17815 Sky Park Circle, Suite G
Irvine, CA 92614
ph. 949.752.2070 fax 949.752.2071
NO.
By
Dote
Sht.
TO
r
n
FOUNDATION
PROJECTION
7
>
J
I
- — 2 1/2" MIN. — -
OUTSIDE
OF
ROOM
a ./ • • "
' ' a ' ' . ,
t =
'• ft
:|
3/4"
AV
c
,L^
. JXE<JpfVx
j-
sp
s
4 '•
E, ^OJ UJ
^£ .
INSIDE
OF
ROOM
". - ' •*""
.'.>'; '
rs
>-.'
v— STRUCTURAL CONCRETE SLAB
MINIMUM OF 2000 ps\
(TO BE EVALUATED BY OTHERS)
MINIMUM CONNECTIONS ARE
f* SHOWN IN THE SCHEDULE
ON PAGE 1 . ACTUAL DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED
BY OTHERS.it
UNfT WIDTH- !3'-3 3/4" A fc T/UJ>fltt^
LENGTH- 21-1" T"^ ^ ^ "
00-
FOR DETAILS
NOT SHOWN SEE V 4
SILL TO CONCRETE SLAB CONNECTION DETAIL
NQTTO5CWC
NELSON CONSULTING
ENGINEERS
17815 Sky Park Circle, Suite G
Irvine, CA 92614
ph. 949.752.2070 fax 949.752.2071
Job No.
By
Date
Sht.
Sh)
of
#Sx 1/2" TEK SCREW—
(H7'I50)@ 16'O.C.
•EACH SIDE VERTICALLY
.EXTR'D. ALUMINUM
WINDOW JAMB (A7' I 3 I U)
NOTE:
CONNECTION
@ EAVE SIMILAR
INSIDE ROOM
EXTR'D ALUMINUM
5TD. h-COLUMN (A7* I I I)
PLAN VIEW
OUTSIDE FACE-OF
EXISTING STRUCTURE
STRUCTURAL
FRAMING)
APPLY CAULWNG
BETWEEN 5ILL* WALL
MINIMUM CONNECTIONS ARE .
SHOWN IN THE SCHEDULE
ON PAGE I. ACTUAL DESIGN
OF THESE CONNECTIONS '
MUST BE DETERMINED
BY OTHERS.
EXTR'D ALUMINUM
CLOSED 5ILL (AVC5)
PLACED VERTICALLY AGAINST
WALL (SHOWN) OR EXTENSION
SILL (AVX5)
GABLE ATTACHMENT AT HOU5EWALL w/ WINDOW
NOTTO5CALC
NELSON CONSULTING
ENGINEERS
1 7815 Sky Park Circle, Suite G
Irvine, CA 92614
ph. 949.752.2070 fax 949.752.2071
By
Date
Sht. -? of
\
J_
EXTR'D ALUMINUM
RAFTER BAR.
(AMGBA)
OPTIONAL'
EXTR'D ALUMINUM
RAfTER 5TIFFENER
(A-4RSD)
COUNTER, f LASHING
(BY OTHERS)
CAULKING AT JOINT
BETWEEN FLASHING *
TOP OF GLAZING CAP
EXTR'D ALUMINUM
GLAZING CAP
(A-4GCD)
G1AZING TAPE
(HKIO09ACR)
EXTR'D ALUMINUM
RIDGE TRIM (A-5GT)
RIDGE SECTION
5CALE: 1/2"=
(BY OTHERS)
EXISTING STRUCTURE'
HOUSE SIDING
(5Y OTHERS)
RIDGE CUP
(CN4600RJ
MINIMUM CONNECTIONS ARE
SHOWN IN THE SCHEDULE
ON PAGE I. ACTUAL DESIGN
OF THESE CONNECTIONS
MUST BE DETERMINED
BY OTHERS.
#10x1 1/4' TEK SCREW
(H-2O2S) TWO PER CLIP
'TABLE 9 JB-LAG SCREW DESIGN VALUES (Z) for SINGLE SHEAR (two member) CONNECTIONS1^
with 1/4" ASTM A36 steel side plate, or ASTM A446, Grade A steel side plate (for t, < 1/4")
I
STEEL
SIDE
PLATE
tinches
1/4"
3gage
^=0.239"
7 gage
t,=0.179"
10 gage
y=0.134"
11 gage
t=0.120"
12 gage
V=0.105"
14 gage
tB=0.075n
LAG
SCREW
DIAMETER
D
inches
1/4
5/16
3/8
7/16
1/2
5/8
3/4
7/8
1
1-1/8
1-1/4
1/4
5/16
3/8
1/4
5/16
3/8
1/4
5/16
3/8
1/4
5/16
-3/8
1/4
5/16
3/8
1/4
G-0.67
RED OAK
Zg • ZL
Ibs! Ibs.
330 260
450 330
550 390
700 480
870 580
1290 820
1810 1100
2420 1410
3130 1760
3930 2150
4840 2580
300 230
400 300
500 350
270 210
370 270
460 320
250 190
350 260
440 310
250 190
350 , 260
430 310
240 190
350 250
430 3QO
240 180
O0.55
MIXED MAPLE
SOUTHERN PINE
Z|| ZL
Ibs. Ibs.
310 230
410 290
510 350
650 430
810 520
1190 720
1660 960
2220 1240
2870 1540
3610 1880
4440 2260
270 210
370 270
460 320
250 180
340 240
420 290
230 170
330 230
400 280
230 170
320 230
400 270
220 170
320 220
400 270
220 160
O0.50
DOUGLAS FIR-
LARCH
• Zll Z±ibs! Ibs.
300 220
400 280
490 330
620 400
780 490
1140 680
1600 910
2130 1170
2750 1460
3460 1770
4260 2120
260 190
360 250
440 300
240 170
330 230
410 270
220 160
310 220
390 260
220 160
310 210
380 260
210 160
310 210
380 250
210 150
G-0.49
DOUGLAS FIR-
LARCH (N)
Zll ZiIbs. Ibs.
300 210
400 270
480 320
620 400
770 480
1140 670
1580 890
2120 1140
2730 1430
3430 1750
4220 2090
260 190
360 250
440 290
240 170
330 230
400 270
220 160
310 210
390 260
220 160
310 210 .
380 250
210 150
300 210
380 250
210 150
G-0.46
DOUGLAS FIR (S)
HEM-FIR (N)
Zj| Z^
Ibs. Ibs.
290 200
390 260
470 310
600 380
750 460
1100 640
1540 860
2060 ' 1100
2650 1380
3340 1670
4100 1990
260 180
350 . 240
430 280
230 160
320 220
390 ' 260
210 150
300 210
380 250
210 150
300 200
370 240
210 150
300 200
370 240
200 140
1. Tabulated lateral design values (Z) for lag screw connections shall be multiplied by all applicable adjustment factors (Table 7.3.1).
2. Tabulated lateral design values (Z) are for "full diameter"lag screws (see Reference 3) inserted in side grain with lag screw axis
perpendicular to wood fibers, and with the following lag screw bending yield strengths (Fyt,):
Fyt = 70,000 psi for D = 1/4"
Fyt, = 60,000 psi for D = 5/16" ,
Fyb = 45,000 psi for D> 3/8"
3. Tabulated lateral design values (Z) are based on dowel bearing strengths (FJ of 58,000 psi for ASTM A36 steel, and 45,000 psi for
ASTM A446, Grade A steel.
60 Lag Screws
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