HomeMy WebLinkAbout2237 CORTE ANANAS; ; CB040423; Permit\
04-16-2004
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
# Dwelling Units
Bedrooms
Project Title
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No CB040423
Building Inspection Request Line (760) 602-2725
2237 CORTE ANANAS CBAD
RESDNTL Sub Type
2552710100 Lot#
$51 397 00 Construction Type
Reference #
0 Structure Type
0 Bathrooms
STEIGERWALD RESIDENCE
499 SF 2 BEDROOMS BATHROOM
RAD
0
NEW
Applicant
STEIGERWALD DAVID&JILL H
2237 CORTE ANANAS
CARLSBAD CA 92009
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
Ong PC#
Plan Check*
ISSUED
02/09/2004
MDP
04/16/2004
04/16/2004
Owner
STEIGERWALD DAVID&JILL H
2237 CORTE ANANAS
CARLSBAD CA 92009
Building Permit
Add I Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add I Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add I Pot Water Con Fee
Reel Water Con Fee
$361 76 Meter Size
$000 Add'l Reel Water Con Fee
$23514 Meter Fee
$0 00 SDCWA Fee
$0 00 CFD Payoff Fee
$514 PFF
$000 PFF (CFD Fund)
$0 00 License Tax
$0 00 License Tax (CFD Fund)
$0 00 Traffic Impact Fee
$0 00 Traffic Impact (CFD Fund)
$0 00 Sidewalk Fee
$0 00 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$0 00 MECHANICAL TOTAL
$0 00 Housing Impact Fee
$0 00 Housing InLieu Fee
Housing Credit Fee
$0 00 Master Drainage Fee
$0 00 Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$6900
$2000
$3500
$000
$000
$000
$000
$000
$000
$726 04
Total Fees $726 04 Total Payments To Date $237 65 Balance Due
BUILDING PLANS
$488 39
IN STORAGE
.ATTACHED 0134 34/16/04 0002 01
CGP
02
Inspector
FINAL APPROVAL
Date 3>//JL.Clearance
NOTICE Please take NJOTICE^ 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
1 ;b : RROJECT INFORMATION
FOR OFFICE USE ONLY
PLAN CHECK NO
EST VAL
Plan Ck Deposit
Validated By
Date 7
T*f
Address (include Bldg/Suite #)
Legal Description
Assessor s Parcel #
Description of Work
Business
Lot No Subdivision Name/Number
*~^\ VA£. xC fvVw>*SL<A V\cjW-C
ExiSCJig Use ^
A /3 \l "*"> r\S\- v>3-\|V\ {*L ^
SQ_Eigz±=»_«!" #of Stories
Name (at this address)
Unit No *"•' - phasi
Proposed Use
# of Bedrooms
f r
No'-
iT~-
v._r
- rr ~
- — Total # of-units
33P" 237.
J-
# of Bathrooms
CONTACT PERSON (if different from applicant)
Name
3 APPLICANT? JS Contractor Q Agei
^ AvJ lb ^-f « \ofrUiJAV:
Address
nl for Contractor^;;:;.
•1 0^1
Name ~J Address '
0. Owner
**f 6fe
g
H
City
Agent for::Qwner
^(jVYVW OAAJJ'V
City
State/Zip Telephone #
State/Zip Telephone tt
Fax #
eo
PROPERTY OWNER
> <> V <£ v. <c)Name
5 CONTRACTOR
Telephone #
COMPANYhNAME
(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 [$500])
Name
State License #
Address __^^
License Class ,,|[S
City State/Zip
City Business License tt
Telephone #
Designer Name Address City State/Zip Telephone
State License # C. * 1^*43 fa"
6 WORKERS .COMPENSATION „ ,.:ii.:. ; ;i , , **"*
Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
n I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance
of the work for which this permit is issued
fi[ I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is
issued My worker s compensation insurance carrier and policy number are
Insurance Company Policy No Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
f~1 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 dollar»-&jp0 °°°) ln ^dpition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees
SIGNATURE ^^•Oca-S-JL ' "' * ^a-^. DATE
7 „ .OWNER BUILDER DECL
I hereby affirm that I am exempt from tKe\f ontractor s License Law for the following reason
l~1 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)
n I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The
Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed
pursuant to the Contractor s License Law)
n 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 l~l YES flNO
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)
DATEPROPERTY OWNER SIGNATURE _ _ _ _
COMPLETE THIS SECTIOJN FOR /VOVflFS/D£/V™i;Bprtf>i»Ui^RMITS ONLY , * HtH; ' t
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? fj] YES O NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES l~1 NO
Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? l~l 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
C' iiCONSTRUCT ION LENDING AGENCY „, ;. " ;™P' ....... JP"' '" :f- .! ".•IE::" : y;r ^ • • -s^..:-
I hereby affirm that there is af construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code)
LENDER S NAME (^ ( flC _ LENDER S ADDRESS ^-^ _;9 " ~~~ ~APPLICANT CERTIFICATION
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 City of Carlsbad to enter upon the above mentioned
property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL 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 stones 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 wor/
authorized by such .peffcutjsnot commenced witlftn 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandone
at any time after the wbrk.js^o«jmenced for ajpiriorl of 180 days (Section 106 4 4 Uniform Building Code) /
APPLICANT S SIGNATURE^^-^-^g^-^C^^' DATE /
YELLOW Applicant PINK Finance
City of Carlsbad Bldg Inspection Request
For 03/01/2006
Permit* CB040423
Title STEIGERWALD RESIDENCE
Description 499 SF, 2 BEDROOMS BATHROOM
Type RESDNTL Sub Type RAD
Job Address 2237 CORTE ANANAS
Suite Lot 0
Location
APPLICANT STEIGERWALD DAVID&JILL H
Owner STEIGERWALD DAVID&JILL H FAMILY TRUST 06-18-92
Remarks
Inspector Assignment PY
Phone
Inspector
Total Time
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By NA
Entered By CHRISTINE
Act Comment
Comments/Notices/Hold
Associated PCRs/CVs Original PC#
Date
08/09/2004
08/09/2004
07/26/2004
07/26/2004
07/23/2004
07/23/2004
07/20/2004
06/17/2004
06/17/2004
06/17/2004
06/17/2004
05/07/2004
Inspection History
Description
17
18
13
84
13
84
13
15
21
24
, 44
14
Interior Lath/Drywall
Exterior Lath/Drywall
Shear Panels/HDs
Rough Combo
Shear Panels/HDs
Rough Combo
Shear Panels/HDs
Roof/Reroof
Underground/Under Floor
Rough/Topout
Rough/Ducts/Dampers
Frame/Steel/Bolting/Welding
Act
AP
AP
we
AP
CA
CA
AP
AP
AP
AP
we
we
Insp
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
Comments
OK TO STAND WALLS
City of Carlsbad Bldg Inspection Request
For 07/20/2004
Permit* CB040423 Inspector Assignment PY
Title STEIGERWALD RESIDENCE
Description 499 SF, 2 BEDROOMS BATHROOM
Type RESDNTL Sub Type RAD
Phone 6199219233
Job Address 2237 CORTE ANANAS
Suite Lot 0
Location Inspector
APPLICANT STEIGERWALD DAVID&JILL H
Owner STEIGERWALD DAVID&JILL H
Remarks MAY BE DONE ON MONDAY
Total Time Requested By DAVID
Entered By CHRISTINE
CD Description .Act^ Comment
13 Shear Panels/HD's
Associated PCRs/CVs
Inspection History
Date Description Act Insp Comments
06/17/2004 15 Roof/Reroof AP PY
06/17/2004 21 Underground/Under Floor AP PY
06/17/2004 24 Rough/Topout AP PY
06/17/2004 44 Rough/Ducts/Dampers WC PY
05/07/2004 14 Frame/Steel/Boltmg/Welding WC PY OK TO STAND WALLS
DIEGO AREA
L'CIRCUIT CARD AND LOAD SUMMARY
a f , >'
ti.
THIS CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION
ADDRESS
OWNER PHONE
CONTRACTOR PHONE
PAWPI £<S/'2>
LOCATION
/xtev' ' £/2.
fitZ- ^S€s (2-
tyf*a*,e&?*rX6fr/
t*Ja 4j-lf22J7?&(Sf^Z-
t^A&AteC <#?£
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J-'kwJ JTA ifZ*, ^WfcJ
LAi")jdt&^4-~fe,-rti LT^
^ifl(Z&.i~i£ Lf"£
MAW n
BUS
SERVICE ENTRANCE OR F
A> SIZE NO
C) NSULATION
CKT
I
3
5
7
9
11
13
15
17
19
21
23
,25
27
29
31
33
35
37
39
41
BKR
SIZE
30
-30
-zo
"Z£>
•??->
7f>
10
?•*>i%
i<r
/$"
/<r
W
IT1 ^~
^^ A
WIRE
SIZE
(0-3
K'S
2-2.
7-"?
17--1.
\i-z
17-?-
12-2.
IV *
}>-(-2
J*/-2
M_2
It 2
/y-Z
/Vz-
TYPE
>w
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N^ft
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/^^-P
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!¥•£
t¥t
MISC LTG
1
f
|
^,
3
AMPBKR/FUSE Q MLO
AMP
EEDER CONDUCTORS
B) TYPE Q CU Q AL
D) MNfXJfT SITE
SERVICE GROUND/BOND
A) SIZE NO
C) CLAMP LOCATORS)
D u™
n WATER PPE
Q GROUNOROO
D
8) TYPE Q CU LZ] AL
250 81(c)
250 80(a) 81 (a)
250 83(c)
1
GFCI LOCATIONS 210-8 680 70
[3 BATHROOM (S)
Q GARAGE (S)
D OUTDOORS
[7] KfTCHEN
Q HYDROMASSAGE TUB
C
REC
/
'*~2
^y
^-
\^9
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f
PERMIT »
CENSUS TRACT »
AREA IN SO FT
' Z°/-ZL\0
REC
COMP
S«aCal
BRANC
A) LGI
B) TW
C) LAL
D) CE(
REMA
LTG
JTED LOAD
culauon Wotk.
<HciRCurrs
-(TING CIRCL
0 SMALL AP
NDRYCIRCl
•4TRALHEAT
5K<?
von
WIRE
SIZE rYPE
•5 4f£' (/\ ~^> wine
BKK
SIZE CKT
2
4
6
8
10
12
14
16
18
20
22
24
26
28
3ff-
3'i"
34
36
38
40
42
"< -
thesi on back.
REQUIRED
ITS : ,
PLIANCE CIRCUITS
JfT , •
ING EQUIPMENT
, LOCATION '> .
-
.
,
••
•
- , -
- i *
AMPS
220 3(b) 4(d)
220 4(b)
220 *<c)
422 7
,-
•'
Icarufy
instnjc
uleni c
Dov
Dec
SIGNE
DATE
thai ail
uon> ar
1 the "
VNER
NTRA
termrauoni have bean torqued in accordance *im marulacLirar j
4 thai ffio wo'k mown on triij circoil card reoreMnts irw lull
orx Mrlormed under [hit permit.
CTOR
/^
.
-TT^ZrttJZ
REFERENCE San Ot«go Elacvcal Newilanar 215-5
,22.37,
'&&
ENGINEERING INC
PROJECT NAME ^)~7ts
ADDRESS 22 3 7"
X^A*/^
ARCHITECT /S /?,
ENGINEER /a*/*/
CONTRACTOR ^Tf
INSPECTION DATE
PLAN FILE
BLDG PERMIT
OTHER
CONSTRUCTION AESTING&
ESCONDIDO • TRACY • CORONA • OXNARD •
INSPECTION REPORT
<5/-~/^ £t//1£ rS /' ^ J / C*/ II\JCI>I7/"lTllf~l]\J/ v. Iliar tiC 1 lUfN
{Lest^/St" /7AJ/J/L//9 ?f / "irTlMPRPTF
/ , ^i/,/^ ( \ MASONRY
fcAtT^c /ts*Lt' ( ) PT C^NC
'/tc t - *-«s*.;'^*s '*,*, *- ( ) FIR! .n WF.m
^1 -^^/ <zr* cv/i/J - /sbes+t,M/ / ( ) SHOP WELDING
'"//// ^ 7
jy J¥ / erf ( ) PILE DRIVING/ /
( ) BATCH PLANT
( ) EXP ANCHOR
( ^"OTHER
JL NGINEERING, INC.
LANCASTER • SACRAMENTO
PAGE / OF
CTEJOB# /& "
REPORT rf
MATERIAL IDENTIFICATION
CONC MIX#/PSI
GROUT MIX#/PSI
MORTAR TYPE/PSI
REBARGRADF
STR STEEL
II S BOI J
MAS BLOCK
ELECTRODE
MATERIAL SAMPLING
() CONCRETE () MORTAR () GROUT ( ) FIREPROOFING () MASONRY BLOCK ( ) REBAR
( ) STRUCTURAL STEEL ( ) BOLTS
INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS
_ -^>,
. _ -
Certification of Compliance All work, unless,otherwise noted, complies with the approved plans and specifications and
the uniform building code ^ •'/
NAME (PRINT)SIGNATURE "7
CERTIFICATION NO '3ft
GEOTECHN1CAL& CONSTRUCTION ENGENEER1NG TESTING & INSPECTION
2414VINYARDAVKNUE SUITE G, ESCONDIDO CA 92029 (760) 746-4955 FAX (760) 746-9806
T EONSTRUCTION L ESTING & JL NGINEERING, INC.
ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO
PAGE OF
PROJECT NAME .*^/^l<HZttAtS0A A \7f??
ADDRESS 27-yj fjA-T& /^V/W^
/
ARCHITECT / ^
ENGINEER //>/£-/ A~r^ Kk!(,"—•*•' — — - - - -,
CONTRACTOR 4r^//f-02_L<W^) - natJtrMlJfclY
INSPECTION DATE & / / 7 /A <f/ ' 1
PLAN FILE
BLDG PERMIT ,/!/? t^4-G^-H>
OTHER
INSPECTION
( ) CONCRETE
( ) MASONRY
( )PT CONC
( ) FIELD WELD
( ) SHOP WELDING
( ) PILE DRIVING
( ) BATCH PLANT
( ) EXP ANCHOR
>(Kf OTHER £-:p<7*y
CTEJOB# //)-/,
REPORT i
,9f ^ -7~
MATERIAL IDENTIFICATION
CONC MIX#/PSI
GROUT MIX#/PSI
MORTAR TYPE/PSI
REBAR GRADE
STR STEEL
H S BOLT
MAS BLOCK
ELECTRODE
MATERIAL SAMPLING
( ) CONCRETE ( ) MORTAR ( ) GROUT . ( )
( ) STRUCTURAL STEEL ( ) BOLTS
INSPECTION PERFORMED, JOB PROBLEM, MATERIAL
FI REPROOFING () MASONRY BLOCK
IDENTIFICATION, PROGRESS, WORK REJECTED,
( ) REBAR
REMARKS
(L
-2 ..
4-
/.CL.
../j
..... _
Certification of Compliance All work, unless otherwise noted, complies with the approved plans and specifications and
the uniform building code
NAME (PRINT)SIGNATURE
CERTIFICATION NO JC&\ lr\Ud Eg 6" / I i 0 /•
^^,
r
GEOTECHN1CAL& CONSTRUCTION ENGENEERING TESTING & INSPECTION
2414 VINYARD AVKNUIi, SUITE (i ESCOMDIDO CA 92029 (760) 746-4955 TAX (760) 746-9806
01/15/2804 11 22 858-558-6159
r
g» GEOCON
INCORPORATED
PROJECT NAME
PROJECT NO
GEOCON INC PAGE 81/01
Post-it* Fax Note 7671 Data I
FIELD
CoVDept
F8X#
Co
Fax*
CORRESPONDING
FIELD REPORT NO
SUBJECT UCTT
IS
DISTRIBUTION
SUPERINTENDENT ICIIEMH
FOREAAAN (CONTRACTOR)
JOB TRAILER
OTHER
YES HO
GEOCON REPRESENTATIVE
DATE
6960 FLANDERS DSIVE SAN DIEGO CALIFORNIA 92121 2974
JflN-15-2004 10 31 858 558
PHONE (358) 55336900TOOaw 1 mi SgMtf ^^
P 02
EsGil Corporation
In Partnership with government for (Bmlifing Safety
DATE 04/12/04 O AEELJCANT
JURISDICTION Carlsbad a PLAN REVIEWER
Q FILE
PLAN CHECK NO 04-423 SET II
PROJECT ADDRESS 2237 Corte Ananas
PROJECT NAME Room Addition for Steigerwald Residence
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
X] 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
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
X] 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 Telephone #
Date contacted (by ) Fax #
Telephone Fax In Person ,ty
\REMARKS 1) Sq footage of addition has been reduced to 499 2) Plans to be stamped and
\signed by engineer and architect of record 3) S1tp-sh€et-A-4-afld-A-4-tfrte-Gitie5 Get -^D>o-r
'4) Complete special inspection form for epoxy anchors Cover sheet should note to see SSD2
for special inspection requirements instead of SX Off sue fabrication does not appear to apply
to this project (y\
By Ray Fuller Enclosures
Esgil Corporation
D GA D MB D EJ D PC 04/05/04 trnsmtldot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576
EsGil Corporation
In Partnership with government for (BmCtfing Safety
DATE O2/20/04 Q^ARPJJCANT
JURjj
JURISDICTION Carlsbad a PLAN REVIEWER
a FILE
PLAN CHECK NO 04-423 SET I
PROJECT ADDRESS 2237 Corte Ananas
PROJECT NAME Room Addition for Steigerwald Residence
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor 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
AJ The check list transmitted herewith is for your information The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person
XI The applicant's copy of the check list has been sent to
David Steigerwald
2237 Corte Ananas Carlsbad, Ca 92009
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 David Steigerwald (^.H*) Telephone # (858) 259-5100
Date contacted 2 JZokl (by /^) Fax #
Mail^^-Telephone^x' Fax<-^ In Person
REMARKS
By Ray Fuller Enclosures
Esgil Corporation
D GA D MB D EJ D PC 02/12/04 trnsmtldot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576
Carlsbad O4-423
O2/2O/O4
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO 04-423 JURISDICTION Carlsbad
PROJECT ADDRESS 2237 Corte Ananas
FLOOR AREA
Addition 509
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION 02/09/04
DATE INITIAL PLAN REVIEW
COMPLETED 02/20/04
STORIES 2
HEIGHT ISftperUBC
DATE PLANS RECEIVED BY
ESGIL CORPORATION 02/12/04
PLAN REVIEWER Ray Fuller
FOREWORD (PLEASE READ)
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled This plan review
is based on regulations enforced by the Building Department You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments Clearance from those departments may be required prior to
the issuance of a building permit
Present California law mandates that residential construction comply with the 2001 edition of
the California Building Code (Title 24), which adopts the following model codes 1997 UBC,
2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02)
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance
The following items listed need clarification, modification or change All items must be satisfied
before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law
To speed up the recheck process, please note on this list for 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 O4-423
O2/20/04
• 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 92009, (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 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
1 Final sets of plans and any new calculations to be stamped and signed by
engineer and /or architect of record also
2 Need to provide the truss calculations for this project to include axial forces
shown on the framing plan Truss numbers to be on the plans or truss layouts to
be stamp/signed by truss engineer and review stamps placed on layouts by
engineer of record reflecting that bearing points, point loads and axial loads have
been reviewed for compliance with plans
3 All bedroom branch circuits now require arc fault protection Note clearly on the
plans that "Bedroom branch circuits will be arc fault circuit protected " NEC Art
210-12(b)
4 Show or note that battery operated smoke detectors is required at all existing
bedrooms and hallways leading to existing bedrooms i e inside and outside the
den on 1st floor and existing bedrooms, top of stairs on A-4
5 Could not determine how the windows shown on A4 open
6 Sleeping rooms shall have a window or exterior door for emergency escape Sill
height shall not exceed 44" above the floor Windows must have an openable
area of at least 5 7 square feet with the minimum openable width 20" and the
minimum openable height 24" No window size given for front of bedroom 5
Windows 7, 8 and 11 do not meet egress unless they are casements
7 Show dryer vent to the exterior-maximum 14 ft with 2 elbows if 4" or 23 ft if 5"
noted
8 Note or show that 100 sq inches of make up air required at the laundry room (to
replace air being exhausted by dryer vent) UMC 504 3 2 and UMC 908 2
Carlsbad O4-423
02/2O/04
9 Detail 12/SD1 should reflect fire blocking at ledger line
10 Specify on the plans the following information for the roof materials, per Section
10633
a) Manufacturer's name
b) Product name/number
c) ICBO approval number, or equal
11 Plans to reflect the area required and area provide for the roof ventilation
12 Could not locate details for retro fitting Strong wall i e where noting 7/8" all
thread epoxied a minimum of 10" and anchor bolt retro fitting for this
13 Could not locate where the height and/or type of s Strong Wall was noted on S-
1 Is to be a portal system with continuous header etc Provide Strong Wall
details and reference to the plans
14 All truss to truss connections to be specified on either plans or truss
calculations
15 Plans to reflect type/size of hangers using for beam to beam connections i e
FB1 to FB2 and TJI's to flush beams
16 Not a correction but could not determine why girder truss above bathroom on S3
is noted to be designed for 3000 #'s as no shear wall in line with this?
17 Could not locate some of the hold downs required i e MSTC 40's for line 5?
18 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
19 Does not appear as there are to be any new footings required for this project? If
so the per the City policy a current soils report would be required per below
• CITY OF CARLSBAD REQUIREMENTS
20 All new residential buildings, including additions, require a soils report An update
letter is required if the report is more than 3 years old If a room addition is less
than 1000 sq ft in area and only one story, then a soils report is not required
• 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
Carlsbad 04-423
O2/2O/O4
• Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list If there are other changes, please briefly describe
them and where they are located in the plans
• Have changes been made to the plans not resulting from this correction list1? Please
indicate
Yes Q No a
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 Ray Fuller at Esgil Corporation Thank
you
04 Ol 26p steigeruiald-Dougherta 858 259 13O4
£3
Carlsbad 04-423
02/20/04
City of Carlsbad
Building Department
BUILDING DEPARTMENT
NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION
Do Not Remove From Plans
Plan Check No O4-423
Job Address or Legal Description 2237 Corte Ananas
Owner \V\\iiCl .-SfejLOi^iZ&ftw^f Address
You are hereby notified that m addition to the inspection of construction provided by the
Building Department, an approved Registered Special Inspector is required to provide continuous
inspection dunng the performance of the phases of construction indicated on the reverse side of
this sheet
The Registered Special Inspector shall be approved by the City of Carlsbad Building
Department prior to the issuance of the building permit Special Inspectors having a
current certification from the City of San Diego, Los Angeles, or ICBO are approved as
Special Inspectors for the type of construction for which they are certified
The inspections by a Special Inspector do not change the requirements for inspections by
personnel of the City of Carlsbad building department The inspections by a Special
Inspector are in addition to the inspections normally required by the County Building
Code
The Special Inspector is not authorized to inspect and approve any work other than that for which
he/she is specifically assigned to inspect The Special Inspector is not authorized to accept
alternate materials, structural changes, or any requests for plan changes The Special Inspector is
required to submit written reports to the City of Carlsbad building department of all work that
he/she inspected and approved The final inspection approval will not be given until all Special
Inspection reports have been received and approved by the City of Carlsbad building department
Please submit the names of the inspectors who will perform the special inspections on each of the
items indicated on the reverse side of this sheet
(over)
10 d 9iST09S8S8T d*'J
Feb 23 04 01 26P Ste i geruua 1 d-Dougherty 858 259 1304 P 5
tai nch-i (—*>-•*•*•*••••• 1 ~
JL- t *>OU d /96 9iSI09S8S3I cQ 60
Carlsbad 04-423
O2/2O/O4
.SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION C3^3>1 CfrhA't AWW\ &S
PLAN CHECK NUMBER _ OWNER'S NAME
I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or
the architect/engineer of record, will be responsible for employing the special inspector(s) as required by
Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above
UBC Section 10635 -
Signc
I, 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's/Architect's Seal "^ ^
& Signature
Here
Signed
1 List of work requiring special inspection
Q Soils Compliance Prior to Foundation Inspection Q Field Welding
D Structural Concrete Over 2500 PSI Q High Strength Bolting
Q Praatrossed Concrete ® Expansion/Epoxy Anchors
D Structural Masonry L~3 Sprayed-On Firaprooflng
D Designer Specified CD Other
2 Name(s) of mdivldual(s) or flrm(s) responsible for the special inspections listed above
6
3 Duties of the special inspectors for the work listed above'
A.
B
Special inspectors shall check in with the City and present their credentials Tor approval prior to beginning
work on the job site
80 d PS 6 1700? 23 qaJ 9iST09S,8S8I xeJ d*3 1I9S3
Carlsbad O4-423
02/20/04
VALUATION AND PLAN CHECK FEE
JURISDICTION Carlsbad
PREPARED BY Ray Fuller
BUILDING ADDRESS 2237 Corte Ananas
PLAN CHECK NO O4-423
DATE 02/2O/04
BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN
BUILDING
PORTION
Addition
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
509
^C£_ £ fx.
CB
Valuation
Multiplier
Per City Est
\W Os£osM)t<
'^
By Ordinance
Reg
Mod
al-tbW <b
VALUE ($)
52,427
52,427
Bldg Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review
I I Repetitive FeeRepeats
Complete Review
D Other
r-i Hourly
Structural Only
Hour*
Esgil Plan Review Fee
$35661
$231 80
$19970
Comments
Sheet 1 of 1
macvalue doc
City of Carlsbad
Public Works - Engineering
DATE
BUILDING ADDRESS
PROJECT DESCRIPTION
BUILDING PLANCHECK CHECKLIST
CHECK NO CB
ASSESSOR'S PARCEL NUMBER T^'T-
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved The approval is based on plans
information and/or specifications provided in your
submittal therefore any changes to these items after
this date including field modifications must be
reviewed by this office to insure continued
conformance with applicable codes Please review
carefully all comments attached as failure to comply
with instructions in this report can result in
suspension of permit to build
l.A Right-of-Way permit is required prior to
construction of the following improvements
EST VALUE
DENIAL
Please see the attached report of deficiencies
marked with D 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
By
By
By
Date
Date
Date
By
FOR OFFICIAL USE ONLY
GINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT
Date
ATTACHMENTS
Ll Dedication Application
—i Dedication Checklist
C Improvement Application
i. ] Improvement Checklist
G Future Improvement Agreement
i_j Grading Permit Application
L! Grading Submittal Checklist
HI Right-of-Way Permit Application
n
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
ENGINEERING DEPT CONTACT PERSON
Name KATHLEEN M FARMER
City of Carlsbad
Address 1635 Faraday Avenue Carlsbad CA 92008
Phone (760) 602-2741
CFD INFORMATION
Parcel Map No
Lots
Recordation
Carlsbad Tract
A-4
CA 92OOS|-7314 • (76O) 6O2-272O • FAX (76O)
BUILDING PLANCHECK CHECKLIST
SITE PLAN
oND
D D
3RD
D 1 Provide a fully dimensioned site plan drawn to scale Show
A JMorth Arrow IRight-of-Way Width & Adjacent Streets
widths
or proposed sewer lateral
or proposed water service
Existing or proposed irrigation service
D D 2 Show on site plan
A Drainage Patterns
1 Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course
2 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
A Site address
B Assessor's Parcel Number
C Legal Description
For commercial/industrial buildings and tenant improvement projects, include
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc ) previously approved
EXISTING PERMIT NUMBER DESCRIPTION
H \WORO\DOCSCHKLST\Building Plancheck CMst Form (Generic) doc
1ST •>ND 3rd
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
D D 4a Project does not comply with the following Engineering Conditions of approval for
Project No
D D D 4b All conditions are in compliance Date
DEDICATION REQUIREMENTS
5 Dedication for all street Rights-of-Way adjacent to the building site and any storm
dram 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 Yi" 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
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
1840040
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
H \WORD\DOCS\CHKLSTVBuilding Planctieck Cklsl Form (RIDDLE HARVEY 7 12 00) doc
BUILDING PLANCHECK CHECKLISTI
.ST
checklist must be submitted in person Applications by mail or fax are not
accepted Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit
Improvement Plans signed by Date
HH D D 6b Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 1840 Please submit a recent property title report or
current grant deed on the property and processing fee of $310 so we may
prepare the necessary Future Improvement Agreement This agreement must be
signed, notarized and approved by the City prior to issuance of a Building permit
Future public improvements required as follows
d d 6c Enclosed please find your Future Improvement Agreement Please return
agreement signed and notarized to the Engineering Department
Future Improvement Agreement completed by
Date
D D D 6d No Public Improvements required SPECIAL NOTE Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11 06 030 of the Municipal Code
O D D 7a Inadequate information available on Site Plan to make a determination on grading
requirements Include accurate grading quantities (cut, fill import, export)
n L"H 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
D 7c Graded Pad Certification required (Note Pad certification may be required even
if a grading permit is not required )
H \WORD\DOCS1iCHKLST\Building Plancheck Cklst Form (GENERIC 7 14 00) doc
BUILDING PLANCHECK CHECKLIST
1ST
D
oND
D
3RD
D D
D D
7d No Grading Permit required
7e If grading is not required, write "No Grading" on plot plan
MISCELLANEOUS PERMITS
8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way Types of work include, but are
not limited to street improvements, tree trimming, driveway construction, tying
into public storm dram, sewer and water utilities
Right-of-Way permit required for
ODD
D D D
D D
D D
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 Cammo 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
10 NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first
11 Q Requited fees are attached
Q-N6rees required
WATER METER REVIEW
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
H \WORD\DOCS\CHKLST\BmBing Plancheck CWst Form (Generic) doc
1ST •>ND 3RD
D 12b
BUILDING PLANCHECK CHECKLIST
• 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)
Irrigation Use (where recycled water is not available)
All irrigation meters 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
5 meter (estimated 100 gpm)
2 If the improvement 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
• Hydraulic grade line
• Elevation at point of connection (POC)
• Pressure at POC in pounds per square inch (PSI)
• Worse case zone (largest, farthest away from valve
• Total Sprinkler heads listed (with gpm use per head)
• Include a 10% residual pressure at point of connection
3 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
H \WORD\DOCS\CHKLST\Bulding Plancheck CWsl Form (Generic) doc
RD
BUILDING PLANCHECK CHECKLIST
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future
n [~] 12c Irrigation Use (where recycled water is available)
1 Recycled water meters are sized the same as the irrigation meter above
2 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
D D D 13 Additional Comments
H \WORD\DOCSVCHKLST\BuiUing PlanctKCk Cklsl Form (Generic) doc
P
s s s- s s
»a.-, o..-, .
HDD
. PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No CB04 Address
Planner Chris Sexton
APN - 3. "?{-<)/
Phone (760) 602-4624
Type of Project & Use
Zoning P-O General Plan
CFD (in/out) #_Date of participation.
Net Project Density 3 .DP/AC
Facilities Management Zone / 3 -,
Remaining net dev acres
Circle One
(For non-residential development Type of land used created by this
permit )
Legend 13 Item Complete Q 'tern Incomplete - Needs your action
Environmental Review Required YES NO
DATE OF COMPLETION
Compliance with conditions of approval? If not, state conditions which require action
Conditions of Approval
Discretionary Action Required
APPROVAL/PESO NO
PROJECT NO
YES NO
DATE i - % "
OTHER RELATED CASES
Compliance with conditions or approval? If not, state conditions which require action
Conditions of Approval
H^U D Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES
CA Coastal Commission Authority? YES
If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103,
San Diego CA 92108-4402, (619)767-2370
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 "Exempf or "Coastal Permit Required" (at minimum Floor Plans)
2) Complete Coastal Permit Determination Log as needed
Inclusionary 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#, toolbar, Screens, Housing Fees, Construct Housing Y/N,
Enter Fee, UPDATE')
Site Plan
H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
sra Q 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines
easements, existing and proposed structures, streets, existing street improvements, right-of-way
width, dimensional setbacks and existing topographical lines (including all side and rear yard
:' •• * slopes) • ", ^ • • »
n 2 Provide legal description of property and assessor's parcel number
DDD
Policy 44 - Neighborhood Architectural Design Guidelines
1 Applicability YES
2 Project complies YES NO_
Zoning
1 Setbacks
Front
Interior Side
Street Side
Rear
Top of slope
2 Accessory structure setbacks
Front
Interior Side
Street Side
Rear
Structure separation
ODD 3 Lot Coverage
Required ^2fD'
Required Co1 (p
Required
Required JpJ'
Reauired
;ks
Required
Required " '
Required
Required ^^
Required ^
Required "^ V £) £°
Shown c^Cr
Shown Lc> (p
Shown
Shown / 3*— £
Shown
Shown
^Shown y
^ Shown /
Shown ^^
Showjx^"
Shown
D D D 4 Height
5 Parking
L~H D
Required
Spaces Required.
Shown
Shown
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
.HE
LIGHTFOOT
PLANNING
GROUP October 13, 2003
702 CIVIC CENTER DRIVE
OCEANSIDE 1!A3?I)H
17ZZ19Z4
,160)4337511
OVN
Mr and Mrs David Steigerwald
2237 Corte Ananas
Carlsbad, CA 92009
RE Architectural Review
2237 Corte Ananas
Carlsbad, CA
Dear Mr and Mrs Steigerwald
Per your request, I have reviewed the architectural submittal for your residence located
within the La Costa Valley Master Association The following comments are specific to
the submitted plan
As a consultant to the Architectural Committee, I have reviewed the plans for compliance
to the project CC&R's, dated March 26, 1998 and the Architectural Guidelines dated
August 13, 1998 The Lightfoot Planning Group is not approving the means nor methods
of the construction, installation, or guarantee to you or the Master Association This is
your sole responsibility and that of your contractor The applicant shall maintain and
protect all existing walls and fences during construction No existing walls and fences
shall be filled against or altered in any way Any vines or plants which are attached to or
planted adjacent to La Costa Valley Master Association fencing shall be detached or
removed by you when fencing maintenance is required Any plant damage that occurs
during any fence maintenance operation by the La Costa Valley Master Association is your
sole responsibility All existing drainage patterns shall be maintained per the CC&R's
The CC&R's shall take precedence in all situations
The plan as submitted, contains plans for a room addition to the front and rear of the
house Based on my review of the plans and the Architectural Guidelines and CC&R's,
the plan as designed is in conformance to the Architectural Guidelines and CC&R's
Please note that all architectural materials, finishes and colors must match those of the
existing residence
•JC
Mr and Mrs Steigerwald
October 13, 2003
Page 2
As indicated above, all means of construction and implementation of the plan is your sole
responsibility and that of your contractor All improvements shall meet the minimum
requirements of the La Costa Valley Master Association CC&R's and Architectural
Guidelines If construction work requires the use of common area or access from property
not owned by the applicant for any purpose of construction of this plan, the applicant shall
obtain written permission prior to beginning construction, from the Master Association or
property owner for the right to enter during construction
Please submit a "Notice of Completion" form to N N Jaeschke once you have completed
*\ the project so that I can verify that the improvements have been installed in conformance
\ ' with the approved plans
" — Our recommendation of approval and approval of the Board does not take precedence over
the requirements and regulations of the City of Carlsbad Please call if you have any
questions or comments regarding this matter
Sincerely,
/lor, ASLA
Vice President
Landscape Architecture
RLA #2961
c c Nancy Olsen, N N Jaeschke w/enclosures
I \CLIENTS\La CostaValley 0736\UndscapeReview 01\Llrs\Sleigerwald D2 wpd
LOVELACE
ENGINEERING
Structural Engineering Services
STRUCTURAL CALCULATIONS
DATE MARCH 30, 2004
PROJECT
OWNER
STEIGERWALD RESIDENCE
STRUCTURAL CORRECTIONS
2237 CORTE ANANAS
CARLSBAD, CA 92009
DAVE & JILL STEIGERWALD
2237 CORTE ANANAS
CARLSBAD, CA 92009
DESIGNER IS ARCHITECTURE
5649 LA JOLLA BLVD
LAJOLLA,CA 92037
JOB J03412A
NOTE THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE
6496 Weathers Place • Suite 200 • San Diego, California 92121-2936
www lovelaceeng com phone 858 535 9111 fax 858 535 1989
LOVELACE
ENGINEERING
Structural Engineering Services
6496 Weathers Place • Suite 200
San Drego California 92121
Phone 858 535 9111 Fax 858 5351989
JOB _._±r_.
SHEET NO
CALCULATED BY_
CHECKED BY
SCALE
I OP 1OF.
DATE.
DATE.
STEIQERWALD
PLAN FILE £04-423
STRUCTURAL CORRECTIONS
CORRECTION *2
SEE THE REVISED PLANS FOR THE TRUSS ID NUMBERS
PI CORRECTION *3
SEE THE REVISED DETAIL *3 FOR THE FIRE BLK'G
PI CORRECTION *12
THE DETAIL FOR RETROFITTING ALL HOLDOHNS IS ON DETAIL *3 ON SHEET SSD2
REFER TO THE HOLDONN SCHEDULE *I5 AND THE STRONG WALL SCHEDULE NOTE B FOR
ADDITIONAL INFORMATION
fl CORRECTION *I3
THE TYPE OF STRONG WALL IS NOTED ON THE STRONG WALL SCHEDULE ON SHEET SI
THIS IS A STANDARD STRONG WALL DESIGNATION CSWlSxS; NOT A PORTAL SYSTEM
SEE THE NEW SIMPSON STRONG WALL DETAIL SHEET PROVIDED
|~1 CORRECTION *14
ALL TRUSS CONNECTIONS TO BE SPECIFIED ON THE TRUSS CALCULATIONS
PI CORRECTION *1S>
SEE THE REVISED FLOOR FRAMING PLAN
n CORRECTION *\<o
THE DRAG TRUSS IS TO BE IN LINE WITH THE EXTERIOR BEDROOM *5> WALL
THE PLANS HAVE BEEN MODIFIED TO SHOW THIS MORE CLEARLY
PI CORRECTION *n
THE HOLDOWNS ARE ONLY REQUIRED AT THE END OF THE PERFORATED SHEARWALL
NO HOLDWONS ARE REQUIRED AT THE WINDOW OPENING
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LOVELACE
ENGINEERING
Structural Engineering Services
STRUCTURAL CALCULATIONS
DATE DECEMBER 31.2003
PROJECT STE1GERWALD RESIDENCE
2237CORTEANANAS
CARLSBAD, CA 92009
OWNER
DESIGNER
DAVE & JILL STEIGERWALD
2237 CORTE ANANAS
CARLSBAD. CA 92009
IS ARCHITECTURE
5649 LA J01 LA BLVD
LAJOLLA, CA 92037
JOB J03412
NOTE THESE CALCULATIONS ARE INVALID UNLESS BKAKING \ WET STAMP & SIGNATURE
6496 Weathers Place Suite 200 San Diego, California 92121-2958
www lovelaceeng com o 858 535 9111 fax 1989
JOB
LOVELACE ^
ENGINEERING, INC 3HEETNO OF
Structural Engmeenng Services CALCULATED BY 1--V Z5 DATE .
6496 Weathers Place • Suite 200
San Diego California 92121 CHECKED BY DATE.
Phone (858) 535 9111 Fax (858) 535 1989
SCALE
SUBJECT SHEET
DESIGN CRITERIA ^~
LOADS ^
VERTICAL ANALYSIS/DESIGN
FOUNDATIONS / RETAINING WALLS
LATERAL ANALYSIS/DESIGN
DETAILS
LOVELACE
ENGINEERING
Structural Engineering Services
6496 Weathers Place Suite 200
San Diego California 92121
Phone 858 535 9111 Fax 858 5351989
JOB
SHEET NO _
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.
CRITERIA
CODE-
CONCRETE
MASONRY
MORTAR
GROUT
REINFORCING STEEL
STRUCTURAL STEEL
WELDING.
SAWN LUMBER.
GLULAMS
SOIL
CBC 2002
F'c=2£>00 psf, NO SPECIAL INSPECTION REQ'D OJ N O ;
ASTM C30, F'm = 1500 psf NO SPECIAL INSPECTION REO'D (U N O >
ASTM C210, F'c = l800 psi, TYPE S
ASTM C416, F'c = 2000 psf
ASTM A6I5, Fy= 40ksi FOR *3 AND SMALLER
ASTM A615, Fy= fc0ksi FOR *4 AND LARGER (U N O ;
ASTM A3fe, Fy= 36ksf ^STRUCTURAL SHAPES 4 PLATES;
ASTM A500 GRADE B, Fy= 4fcksi ("STRUCTURAL TUBING;
ASTM A53, GRADE B, Fy= 35ksi CSTRUCTURAL PIPE;
E10 SERlES-TYP, E30 SERIES FOR A&lb GRADE 60 REINFORCING BARS
SHOP NELDlNG TO BE DONE IN AN APPROVED FABRICATOR'S SHOP
FIELD HELDlNG TO HAVE CONTINUOUS SPECIAL INSPECT
DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 23
DOUGLAS FIR OR DOUGLAS FIR/HEM
24F-V4 FOR SIMPLE SPAN CONDITIONS
24F-VS FOR CANTILEVER CONDITION
ALLOWABLE BEARING PRESSURE = \<Boo psf
ACTIVE SOIL PRESSURE = pcf
ACTIVE SOIL PRESSUREfRESTRAlNED; = pcf
PASSIVE SOIL PRESSURE = pcf
SOIL DENSITY .. = pcf
COEFFICIENT OF FRICTION =
EXISTING NATURAL SOIL PER UBC TABLE 18-1-A
SOILS REPORT BY
PROJECT NUMBER
DATED
SOIL CLASSIFICATION
i ras LOVELACE
1 1 PI ENGINEERING, INC — • ••
1 1 /"lg Structural Engineering Services CALCULATED BY
1 lE-V-^V 6496 Weathers Place • Suite 200
l^fHSSlfflJS Phone (8b8) b3b 9111 Fax I8b8) 53b 1989
^> OF l*>
DATE
DATE
LOADS
ROOF
DEAD LOAD
ROOFING ( tout t \\~V- )
SHEATHING
RAFTER/CEILING JOISTS OR TRUSSES ...
INSULATION
DRTWALL
OTHER CELEC , MECH , MISC ;
TOTAL DEAD LOAD
LIVE LOAD
TOTAL LOAD
FLOOR
DEAD LOAD
FLOORING ( £ArV?FW<r "> P^sP )
LT WEIGHT CONCRETE
SHEATHING
JOISTS
DRTWALL
OTHER CELEC , MECH , MISC ;
TOTAL DEAD LOAD
LIVE LOAD (RESIDENTIAL USE PER UBC CHAPTER \6>)
TOTAL LOAD
EXTERIOR WALL
STUDS
DRTWALL
INSULATION
EXTERIOR FINISH ( -crru^co,)
OTHER CMISC ;
TOTAL LOAD
INTERIOR WALL
STUDS
DRTWALL
OTHER CMISC ;
TOTAL LOAD
IO TO psf
15
35
15
25
10
"\O 0 psf
\(ff 0 psf
T>J~ 0 p&f
I
20 psf
0
20
35
25
30
13 0 psf
40 0 psf
<S5 0 psf
10 psf
25
15
\o 0
10
\)~ 0 psf
1 0 psf
50
10
10 psf
3ECK/OTI-IER
0 psf
0
20
35
0
5
0 psf
0 psf
- 0 psf
JOB
LOVELACE
ENGINEERING. INC
Structural Engineering Services
6496 Weathers Place • Suite 200
San Diego California 92121
Phone (858) 535 9111 Fax (858) 535 1989
SHEET NO .
CALCULATED BY _
CHECKED BY
SCALE
OF_
DATE
DATE
L
LFJVFI V-OOf
MEMBERS H^ AOiH>%» .
MARK fcH-\ SPAN= 3 "7 FT
Wl« iTU^
PU
0 UNIFORM LOAD
= 3c>(b PLF
PLF
LBS
P2= = LBS
RU = LBS
Rr =
Vmax =
Mmax =
ireq =
USE HX1 GRADE iK*
OR GRADE
LBS
= SHO LBS
= 4TO FT-LBS
-- H IN4
CAMBER HARDWARE
CAMBER HARDWARE
MARK SPAN= FT
Wl =
D UNIFORM LOAD
PLF
W2= = PLF
PU
P2 =
LBS
LBS
RU . = LBS
Rr= = LBS
Vmax= = LBS
Mmax =
lreq =
USE . 6RADE
OR GRADE
FT-LBS
IN4
CAMBER HARDWARE
CAMBER HARDWARE
MARK SPAN= FT
Wl =
W2 =
PU
D UNIFORM LOAD
PLF
PLF
LBS
P2= = LBS
R|= = LBS
Rr= = LBS
Vmax^ = LBS
Mmax =FT-LBS
lreq= = IN4
USE 6RADE
OR GRADE
CAMBER HARDWARE
CAMBER HARDWARE
LOVELACE
ENGINEERING
Structural Design and Title 24 Energy Analysis
6496 Weathers Place « Suite 200
San Diego California 92121
6195359111 Phone 619 535 1989 Fax
JOB
SHEET NO
CALCULATED BY .
CHECKED BY
SCALE
. OF _J
. DATE .
DATE .
LEVEL . .,_
MEMBERS
MARK **~\ 5PAN =
Wl
W2 =
UNIFORM LOAD
USE
OR
.GRADE ?
GRADE
CAMBER
CAMBER
HARDWARE
HARDWARE
MARK
P2 =
Rl =
Rr =
Pl=_
P2 =
Rl=_
Rr =
D UNIFORM LOAD
_PLF
_PLF
LBS
-MO = \QHO LSS
_LBS
_LBS
LBS
Mmax =
lreq =
USE $ •/,.
OR
= Z.0)^^0 FT-LBS
tKlP/^ GRADE r VA
GRADE
= Wo IN4
•^ CAMBER
CAMBER
HARDWARE
HARDWARE
MARK
Wl =
SPAN= FT D UNIFORM LOAD
PLF
._PLF
..LBS
_LBS
_LBS
_LBS
LBS
Mmax =
lreq =
USE
OR
FT-LBS
GRADE
GRADE
IN4
CAMBER
CAMBER
HARDWARE
HARDWARE
JOB .M 1
LOVELACE
ENGINEERING
Structural Design and Title 24 Energy Analysis
6496 Weathers Place » Suite 200
San Diego California 92121
6195359111 Hume 619 535 1989 RK
SHEET NO . OF.
CALCULATED BY .
CHECKED BY
SCALE
DATE .
DATE .
LEVEL
MEMBERS
MARK JPH_-J_SPAN = _:
Wl =
FT 0UNUNIFORM LOAD
W2 =
PI--
P2 =
Rl =
Rr =
Ymax =
Mmax =
lreq =
USE
OR
:
s
:
s
:
= \ofco
= €)10
= —
HXfc. GRADE feZ- CAMBER
GRADE ., CAMBER
PLF
LBS
LBS
LBS
LBS
LBS
FT-LBS
IN4
HARDWARE
HARDWARE
MARK
Wl =
W2 =
PU
P2 =
Rl =
Rr =
SPAN= FT Fl UNIFORM
z
-
=
-
:
-
LOAD
PLF
PLF
LBS
LBS
. _.LBS
LBS
Vmax= = LBS
Mmax =
lreq =
USE
OR
:
=
GRADE CAMBER
GRADE CAMBER
FT-LBS
IN4
HARDWARE
HARDWARE
MARK
Wl =
SPAN= FT G UNIFORM
s
LOAD
PLF
W2 = = PLF
Pl =
P2 =
RU
Rr =
Vmax =
Mmax =
lreq =
USE
OR
=
s
=
=
s
=
=
GRADE CAMBER
GRADE CAMBER
LBS
__LBS
LBS
LBS
_.LBS
FT-LBS
_JN4
HARDWARE
HARDWARE
LOVELACE
ENGINEERING. INC
Structural Engineering Services
6496 Weathers Place • Suite 200
San Diego California 92121
Phone (858) 535 9111 Fax (858) 535 1989
SHEET NO.
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.
ALLOWABLE BEARING PRESSURE, q=A£?_°_PSF CPER DESIGN CRITERIA;
CONTINUOUS PERIMETER t BEARING WALL FOOTINGS
LOCATION UiNlfr- S3 __ _______
W =
WIDTH REQ'D = CW|/q x 12;
.PLF
IN
USE " HIDE X 11 DEEP WITH TOP 4 BOTTOM
LOCATION
WIDTH REO'D= CW,/q x 12; =__
.PLF
IN
USE " WIDE X DEEP WITH TOP 4 BOTTOM
LOCATION
W,=
WIDTH REO'D= CW(/q x 12; =IN
USE WIDE X DEEP WITH TOP 4 BOTTOM
ISOLATED SPREAD FOOTINGS.
MARK f;
P=
= P/q x 144=
.LBS
SO IN
USE "SQUARE X " DEEP WITH EA WAY (3" CLEAR FROM SOIL)
MARK
P=
Arec,d = P/q x 144 =
.LBS
SO IN
USE "SOUARE X _" DEEP WITH,_EA WAT (3" CLEAR FROM SOIL;
JOB .
LOVELACE
ENGINEERING, INC
Structural Engineering Services
6496 Weathers Place • Suite 200
San Diego California 92121
Phone (858) 535 9111 Fax (858) 535 1989
SHEET NO OF
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE,
LATERAL ANALYSIS /
AREA-
SEISMIC LOAD
SEISMIC ZONE
SEISMIC SOURCE TYPE s
SOIL TYPE ^P>
Na= .J_O_ Ca = 0 «*4 CNa-> = & f
NV= - cv= — CNV; = -
1=10, STANDARD OCCUPANCY
R= H g * 14 =AJ3
Ct= 0020 hn=
T =
W= TOTAL SEISMIC DEAD LOAD
HIND LOAD
EXPOSURE _&_ BASIC NlND SPEED = 10 mph
Ce-- 6Tt_, TABLE 16 -G
fl= 13, TABLE Ife-H
= 12
10, NON-ESSENTIAL FACILITY
p=
ROOF WEIGHT
DIAPHRAGM:
EXTERIOR HALL HGT TO DlAPHRAC,M;=
INTERIOR WALL W6T (TTRlB TO DlAPHRA<SM;= \bof*
TOTAL WEIGHT TRIB TO DIAPHRA6M= _ .....
Pl FLOOR WEIGHT
DlAPHRAGM=£ O 0
EXTERIOR WALL W<ST (7R\B TO DIAPHRAGMS
INTERIOR WALL WGtT CTRlB TO DIAPHRAGMS
TOTAL HEIGHT TRIB TO DIAPHRAGM=
.LBS
.LBS
.LBS
.LBS
.LBS
LSS
cw;=
SUMMARY
TOTAL DEAD LOAD, W=
BASE SHEAR, \>--%KI
BUT NEED NOT EXCEED
BASE SHEAR, V=2-^i*Uw.>= 6 1^5" CWSK
BUT NOT LESS THAN
BASE SHEAR, V=0 HCaICW;= ^L
BUT NOT LESS THAN TSEISMIC ZONE 4 ONLY;
BASE SHEAR, V= ® &^ CHS r. CWS _
J^ LBS
LBS
- LBS
LBS
LOVELACE
ENGINEERING
Structural Design and Title 24 Energy Analysis
6496 Weathers Place • Suite 200
San Diego California 92121
619 535 9111 Phone 619 535 1989 Fax
JOB .
SHEET NO
CALCULATED BY .
CHECKED BY
SCALE
OF_1
DATE .
DATE .
LOAD DISTRIBUTION!
LEVEL
st _rt klt.tk.ips
TOTALS
A
> \-v k.i ps T-'JJo ft'_3 .X I
SHEARWALL DESIGN
ROOF DIAPWRAGM
WIND TRIBUTARY AREA TA =
TA =
SEISMIC <vx;
N-S t
E-W ____ ^
psF
psf
WIND, vx = fPfcTA-VA
- psF
^ ° psF
.rt2 CN-S;
rt2 CE-W;
GOVERNS
GOVERNS
I5t FLOOR DIAPHRAGM
WIND TRIBUTARY AREA TA =
TA =
SEISMIC rvx;
N-S 1> \
E-W _J _psf
WIND, vx = CPxTA;/A
— _______ psf
. ft2 CN-S;
rt2 CE-W;
c. GOVE RNS
GOVERNS
LOVELACE
ENGINEERING SHEET NO \Q OF J
Structural Design and Title 24 Energy Analysis
CALCULATED BY DATE .
6496 Weathers Place • Suite 200
San Diego California 92121 CHECKED BY DATE
619 5359111 Phone 619 535 1989 Few
SCALE
=i._FLOOR SHEARWALLS
DIRECT I ON
LATERAL LOAD vx -- l PSF
TRIE AREA TA= l^ooAt = U^o FT2
LOAD a THIS LEVEL = (vx x TA;= = q?jSo LBS
LOAD, LEVEL= . = ' LBS
REDUNDANCY QCpJ = 1 0 BY INSPECTION TOTAL LOAD = li&o LSS
rmax = CLOADX10/L;/V = =
(/=>) = 2-20/CrmaxJAB; = = x \ -&
ADJUSTED LOAD = = ^T-gQ LBS
SHEAR WALL LENGTH, L= \o \ (,-\ <=>-k -q-y-5" =_J34 FT
: "3.14 PLF
USE (l) PER SHEAR WALL SCHEDULE t>oo/» Cfc3>*\ «^>°/
OVERTURNING /
SHEAR PANEL LENGTH^ FT Q/f O K BY INSPECTION
OT MOMENTA = FT-LBS
RES MOMENT = = FT-LBS
NET MOMENT = = FT-LBS
UPL IFT = = LBS
USE ^ 3
LINE |5
TRIB AREA, TA= , ^ab(2. = B»oa FT2
LOAD ® THIS LEVEL= <VX x TA>= = \efbe, LSS
LOAD, LEVEL = =__~ LBS
REDUNDANCY PjC/to; = 1 0 BY INSPECTION TOTAL LOAD = \fclo LBS
(p) = 2-20/Cr_,v jAa ) = =_x I' m^y ^^ M ..—
ADJUSTED LOAD = = \6^O LBS
SHEAR WALL LENGTH L= "^ \- L $ -t G i_l^....d_FT
v= rTL/L;= = l Q"b PLF
USE 0 PER SHEAR WALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH= FT, [7f O K BY INSPECTION
OT MOMENT: =_ _ FT-LBS
RES MOMENT: _=_ FT-LBS
NET MOMENT= = FT - LBS
UPL IFT = = L BS
USE
LOVELACE
ENGINEERING
Structural Design and Title 24 Energy Analysis
6496 Weathers Place • Suite 200
San Diego California 92121
6195359111 Phone 619 535 1989 Fax
JOB
SHEET NO
CALCULATED BY .
CHECKED BY
SCALE
OF _L
DATE .
DATE .
L__F|_OOR SHEARWALLS
A. w_. DIRECT I ON
LATERAL LOAD vx = £ 3 PSF
LINE t'
TRIE AREA, TA--
LOAD « THIS LEVEL = (vx x TAJ=
LOAD LEv£i =
REDUNDANCY Q) (/=>) = I 0 BY INSPECTION
"2-
TOTAL LOAD =
FT2
: 16-50 LBS
= ^ LBS
LBS
= x \
ADJUSTED LOAD = _._
SHEAR HALL LENGTH, L=
v= nuD=
A.s-v 4, -v-
LBS
: °\ FT
= -2-10 PLF
USE < I > PER SHEAR HALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH=_
OT MOMENTA
RES MOMENT =
NET MOMENT =
UPLIFT =
USE
FT
^ <>V\e»eTrt ^l^Tx^g, \p^u.l_
OK BY INSPECTION
_FT-LBS
_FT-LBS
_FT-L3S
LBS
LINE <h
TRIB AREA, TA=
LOAD ® THIS LEVEL = fvx x TA;=
LOAD, LEvg{ =
REDUNDANCY \J(f=>) = \ 0 BY INSPECTION
_FT2
LBS
TOTAL LOAD =
- LBS
LBS
= X \ ,0
ADJUSTED LOAD =
SHEAR WALL LENGTH L=
v/= CTL/L;=
USE ~
U*5
LSS
PLF
PER SHEAR HALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH =FT, [/COK BY INSPECTION
OT MOMENT =
RES MOMENT =
NET MOMENT =
UPL IFT =
USE I
FT -LBS
FT-LBS
FT-LBS
LBS
a PJOS.
LOVELACE
ENGINEERING
Structural Design and Title 24 Energy Analysis
6496 Weathers Place • Suite 200
San Diego California 92121
619 5359111 Phone 619 535 1989 Fox
..OR
SHEET NO
CALCULATED BY .
CHECKED BY
SCALE
DATE .
. DATE .
.FLOOR SHEARWALLS
JV>Jz_ DIRECT ION
LATERAL LOAD v*--.
LINE_A
TRIB AREA TA = t^
LOAD e THIS LEVEL = (V, x TA;=
in 6 A:
LOAD
REDUNDANCY
LEVEL :_
D I 0 BY INSPECTION
_FT2
_LBS
LBS
TOTAL LOAD = <EteQo LBS
'max = CLOAD/10/L;/V =.
= x
ADJUSTED LOAD =
SHEAR WALL LENGTH, L=_
v= CTL/L;=
USE ~
HMO
_LBS
_FT
PLF
PER SHEAR HALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH =FT < BY INSPECTION
OT MOMENT= T-O ( HHoH°>)
RES MOMENT= o "^ C °>L\<*.^ ^ ^T-^(\'b^>L'i^)
NET MOMENT =
UPLIFT =
= T- "52,00 FT-LBS
"^/-t : "b^itifcO FT-LBS
= bVHO FT-LBS
: l^fcO LBS
USE Uv^ V\*KWWJ-T- t Cw^ HI «-l*--r»oFiT
LINE 6
TRIB AREA, TA=
LOAD ® THIS LEVEL = Cvx x TA;=
LOAD LEVEL =
REDUNDANCY Q 1 0 BY INSPECTION TOTAL LOAD =
^>4Q FT2
Uv-0 LSS
.LBS
LBS
= x \ O
ADJUSTED LOAD =
SHEAR WALL LENGTH L=_
v= CTL/L;=
USE ~
LSS
FT
PLF
_ PER SHEAR HALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH: FT D c
OT MOMENT: 17^.3
RES MOMENT= o 9 C "M'
NET MOMENT:
UPL IFT =
USE H> t>-t- Mfc-Q*&
INSPECTION
FT-LBS
FT-LBS
LBS
LOVELACE J°B
ENGINEERING SHEET NO \3 OF _
Structural Design and Title 24 Energy Analysis
CALCULATED BY DATE .
6496 Weathers Place • Suite 200
San Diego California 92121 CHECKED BY DATE
6195359111 Phone 619 535 1989 Fox
SCAI F
^ FLOOR SHEARWALLS
EIP DIRECTION
LATERAL LOAD vx = 3 \ PSF
LINE 1
TRIB AREA TA= ^o A-DO vrVo HA»-
LOAD ® THIS LEVEL = <V_ x TA;=
LOAD, LEVEL =
REDUNDANCY D 0s) = 1 0 BY INSPECTION
- UoA^Ci = FT2
LBS
LBS
TOTAL LOAD = LBS
=
(l=>) = 2-20/(rm3»jA^) = = x
ADJUSTED LOAD =
SHEAR WALL LENGTH L =
v= CTL/L;=
USE O PER SHEAR WALL SCHEDULE
OVERTURNING
SHEAR PANEL LENGTH = FT fl O K BY INSPECTION
OT MOMENT =
RES MOMENT =
NET MOMENT -
UPLIFT =
LBS
FT
PLF
FT-LBS
FT-LBS
FT-LBS
LBS
USE
LINE %
TRIB AREA TA= ->o£? /3LLIS/\O V
LOAD a THIS LEVEL = (V, x TA;=
LOAD LEVEL = U\-of=L "Z. \g>*bo 0£
REDUNDANCY Q C/b; = 1 O BY INSPECTION
1~QO\ T- - ~L-L<5 FT2
= T-oo LBS
*(\-C} =-Z-3>i»O LBS
TOTAL LOAD= "306. o LBS
-
(/=>) = 2-20/CrmavjA^> = = x \ t>
ADJUSTED LOAD =
SHEAR WALL LENGTH L =
= 3oio o LBS
= U FT
v= rTL/L;= = 'Z.^ PLF
USE ^ PER SHEAR WALL SCHEDULE
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OT MOMENT= v \ l-Z.-^'OCvo'}
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NET MOMENT =
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= %ofcoo FT-LBS
^l"i- = °>\1X> FT-LBS
= Z-W&O FT-LBS
= N^so LBS
USE 2>| ^^TTZ-O P I T
LOVELACE
ENGINEERING
J°B
Structural Design and Title 24 Energy Analysis
6496 Weathers Place • Suite 200
Sail Diego Cahfomia 92121
619 5359111 Phone 619 535 1989 Fax
SHEET NO 14 OF
CALCULATED BY
CHECKED BY
DATE
DATE
SCALE .
FLOOR SHEARWALLS
LATERAL LOAD
LINE__ii _
TRIB AREA, TA= _________
LOAD « THIS LEVEL = <VX x TA;=
LOAD, _ LEVEL =
REDUNDANCY
/= ~Z4s>Q FT2
LBS
(I=>) = 1 0 BY INSPECTION
rmax = CLOAD*10/L;/V =
TOTAL LOAD = 0io ____ LBS
=x \ O
ADJUSTED LOAD =
SHEAR WALL LENGTH L=
v= CTL/L;=
=€)\O
ft
LBS
FT
USE <T) PER SWEAR HALL SCHEDULE
OVERTURNING
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OT MOMENT=
RE S MOMENT =
NET MOMENT =
UPLIFT =
USE
FT O K BY INSPECTION
FT-LBS
FT - L BS
FT - LBS
LBS
LINE <^>
TRIB AREA, TA= _
LOAD e THIS LEVEL = Cvx x TA;="
LOAD
REDUNDANCY
LEVEL =
1 0 BY INSPECTION
rmax = rLOADXI0/L;/V =
TOTAL LOAD =
FT2
LSS
LSS
LSS
ADJUSTED LOAD =
SHEAR WALL LENGTH, L=
v= CTL/L;=
USE <g^-PER SHEAR WALL SCHEDULE /
OVERTURNING
SHEAR PANEL LENGTH^
OT MOMENT =
RES MOMENT=
NET MOMENTA
UPL IFT =
USE
FT O K BY INSPECTION
O
LBS
FT
PLF
FT-LBS
FT-LBS
FT-LBS
LBS
JOB .
LOVELACE
ENGINEERING, INC
Structural Engineering Services
6496 Weathers Place • Suite 200
San Diego California 92121
Phone (858) 535 9111 Fax (858) 535 1989
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE.
DATE,
NOTE TO PLANCHECKER- THIS SECTION CONTAINS THE FOLLOWING INFORMATION
CIF APPLICABLE TO THIS PROJECT; FOR YOUR USE IN CHECKING THE PLANS
FOUNDATION AND FRAMING STRUCTURAL NOTES
NAILING SCHEDULE (TABLE 23-ll-B-U
SHEARWALL SCHEDULE
FOUNDATION PLAN PAD FOOTING SCHEDULES
FOUNDATION PLAN HOLDOWN SCHEDULES
SPECIAL INSPECTION SUMMARY LIST
STRUCTURAL DETAIL DRAWINGS
FOUNDATION PLAN FOOTING 4 HOLDOWN CALLOUTS
FRAMING PLANS RAFTER HEADER, BEAM POST 4
HARDWARE CALLOUTS
SHEARWALL LINE LOCATIONS
SHEARWALL CALLOUTS
ICERTIFICATE OF COMPLIANCE RESIDENTIAL Page 1 CF-1R
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1Project Title
Project Address
Date 02/03/04 16 16 04STEIGERWALD RESIDENCE
2237 CORTE ANANAS *******
CARLSBAD CA 92009 *v6 01*
(Documentation Author ROCKY *******
Salehi & Salehi Inc
9636 Tierra Grande Street, Ste 206
San Diego, CA 92126
1
858-549-3680
Climate Zone 07
Compliance Method MICROPAS6 v6 01 for 2001 Standards by Enercomp, Inc
Building Permit #
Plan Check / Date
Field Check/ Date
MICROPAS6 v6 01 File-R148 Wth-CTZ07S92 Program-FORM CF-1R
User#-MP0406 User-Salehi & Salehi Inc Run-S F R
GENERAL INFORMATION
Conditioned Floor Area
Building Type
Construction Type
Building Front Orientation
Number of Dwelling Units
Number of Stories
Floor Construction Type
Glazing Percentage
Average Glazing U-factor
Average Glazing SHGC
Average Ceiling Height
509 sf
Single Family Detached
Addition Alone
Front Facing 358 deg (N)
0 14
1
Raised Floor
18 7 % of floor area
0 3 Btu/hr-sf-F
0 47
9 ft
Component
Type
•wall
Roof
™Floor
BUILDING SHELL INSULATION
Frame
Type
Wood
Wood
Wood
Cavity
R-value
R-13
R-30
R-19
Sheathing
R-value
R-0
R-0
R-0
Total
R-value
R-13
R-30
R-19
Assembly
U-factor
0 088
0 036
0 037
Location/Comments
FENESTRATION
1 Orientation
Window
Window
Window
Window
Window
Window
Window
Window
Window
Front
Back
Back
Right
Right
Right
Right
Right
Left
(N)
(S)
(S)
(W)
(W)
(W)
(W)
(W)
(E)
Area
(sf)
30
4
4
10
10
6
6
12
12
0
0
0
0
0
0
0
5
5
U-
Factor
0
0
0
0
0
0
0
0
0
300
300
300
300
300
300
300
300
300
SHGC
0
0
0
0
0
0
0
0
0
470
470
470
470
470
470
470
470
470
Interior
Shading
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Exterior
Shading
Over-
hang/
Fins
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Standard
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes