HomeMy WebLinkAbout2735 CAZADERO DR; ; CB020642; Permit06-11-2007
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
# Dwelling Units
Bedrooms
Project Title
Applicant
WEATHERLYPHIL
3323 PAR DR 92054
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit Mo CB020642
Building Inspection Request Line (760) 602-2725
2735 CAZADERO DR CBAD
RESDNTL Sub Type
2154001000 Lot#
$63,036 00 Construction Type
Reference #
0 Structure Type
0 Bathrooms
MIHOLICH RESIDENCE
612 SF ADDITION
RAD
0
NEW
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
Orig PC#
Plan Check*
173/01/2002
MDP
Owner
MIHOLICH FAMILY TRUST 12-14-
2735 CAZADERO DR
CARLSBAD CA 92009
Building Permit
Add! Building Permit Fee
Plan Check
Addl 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'l Renewal Fee
Other Building Fee
HMP Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
$40796 Meter Size
$0 00 Add'l Reel Water Con Fee
$265 17 Meter Fee
$0 00 SDCWA Fee
SO 00 CFD Payoff Fee
$630 PFF (3105540)
$0 00 PFF (4305540)
$0 00 License Tax (3104193)
$0 00 License Tax (4304193)
$0 00 Traffic Impact Fee (3105541)
$0 00 Traffic Impact Fee (4305541)
$0 00 Sidewalk Fee
$0 00 PLUMBING TOTAL
SO 00 ELECTRICAL TOTAL
$0 00 MECHANICAL TOTAL
$0 00 Housing Impact Fee
99 Housing InLieu Fee
$0 00 Housing Credit Fee
Master Drainage Fee
SO 00 Sewer Fee
$0 00 Additional Fees
TOTAL PERMIT FEES
SO 00
SO 00
$000
$000
$000
$000
$000
$000
$000
$000
SO 00
$000
$000
$000
$000
$000
$000
$000so oo
$000
$679 43
Total Fees $679 43 Total Payments To Date $265 17 Balance Doe:$41426
Inspector
FINAL APPROVAL
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 m 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
1^503
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 By
Date
2024 03/01/0: 0002 01
Address (include Bldg/Suite #)
i— ' ~7 ^•^" &r\'ZAt.
Legal Description
Assessor's Parcel # ._ „ ,/„
Description of Work
Business Name (at this address) fM^F"1- ^^\ 17")&?££) />>£ — *-**~*r i.u./ - 1
Lot Mo Subdivision Name/Number
Existing Use
SQ FT #of Stories
Unit No Phase No
Proposed Use
# of Bedrooms
Total # of units
>M
tf of Bathrooms
Name State/Zip Telephone #Fax #
Name
"4 IfePRO'PERTY'OWNER
Address
;L
Name Address State/Z'P Telephone
L'i.
(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 moie than five hundred dollars l$5001)
Name
State License #
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name
State License #
Address City State/Zip Telephone
Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
fj 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
f_J 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)
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 ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney s fees
SIGNATURE DATE ______
DECLARATION "v ,) jj -. . ". "' _" T V" " I " ' ," ' , .'L' r, t ''"£•" V' ' ', , ' " I',' >"i' '"j" I
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 bLilds 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, trie owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)
Q 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)
C] 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 Q YES O^O
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 ! 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
,COMP(LETEtiTHIS|SECTldN FOR NQN-RES/D£NTIALSBUILD\NG PERMITS ONLY * '" < ! ! , ;L »' ( ( ! I, ,, ,, '• , s '/ ! M * K 8 !y ^ | s f s \ \s ts ,r j,^ ' LVJ'd { ,'
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 £] NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Q YES O NO
Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site7 Q YES £] 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 NAME LENDER S ADDRESS _ __ _ __
I certify that 1 have read the application and state that the above information is correct and that the information on the plans is accurate 1 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 suspended or abandoned
at any time after the work is commenced~tor a oewocj qf 180 day_sJSection 106 4 4 Uniform Building Code)
APPLICANT S SIGNATURE DATE
PINK Finance
01/02/2003
WEATHERLYPHIL
3323 PAR DR92054
Re
Application Date 03/01/2002 0 00 00
Plan Check # CB020642
Address 2735 CAZADERO DR
Expiration Date 03/01/2003 0 00 00
Permit Type RESDNTL
Description MIHOLICH RESIDENCE
612 SF ADDITION
You applied to have your plans checked on the date noted above To dale, the related building
permit has not been obtained The original plan review application will expire as no building permit
has been issued
Plans submitted and not retrieved from the building department prior to the plan check expiration
date noted above will be destroyed
The provisions of sections 304 (d) of the Uniform Building Code state
"Section 304 9d) Expiration of Plan Review
Applications for which no permit is issued within one year following the date of
application shall expire by limitation, and plans and other data submitted for review
may thereafter be returned to the applicant or destroyed by the Building Official
In order to renew action on an application after expiration, the applicant shall
resubmit plans and pay a new plan review fee "
In order to provide better service, please indicate your handling choice lor the plans originally
submitted and return this letter to the Building Department
Project Abandoned - I will pick up plans within 10 days
Project Abandoned - Plans may be destroyed
If you have any questions, please contact the Building Department at (760) 602-2718
Raenette Abbey
Building Department
EsGil Corporation
In Partners/iip with, government for 'BuiCding Safety
DATE 04/01/02 Q
JURISDICTION Carlsbad d PLAN REVIEWER
a FILE
PLAN CHECK NO . 02-642 SET II
PROJECT ADDRESS 2735 Cazadero Dr.
PROJECT NAME Miholch Residence Addition and Remodel
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 budding 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 #:
Mail Telephone Fax In Person
X REMARKS 1) Complete special inspection form with name of inspector for the epoxy anchors
By Ray Fuller for Bill Elizarraras Enclosures
Esgil Corporation
GA MB EJ PC 03/25/02 tmsmadot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 + Fax (858) 560-1576
EsGil Corporation
In {Partners/tip with government for 'BuiMing Safety
DATE March 12, 2002 LUAPPUCANT
JURISDICTION Carlsbad o PLAN REVIEWER
Q FILE
PLAN CHECK NO 02-642 SET I
PROJECT ADDRESS 2735 Cazadero Dr.
PROJECT NAME Miholch Residence Addition and Remodel
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
XI 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
[X] The applicant's copy of the check list has been sent to
Phil Weatherly
3323 Par Dr Oceanside, CA 92056
Esgil Corporation staff did not advise the applicant that the plan check has been completed
XI Esgil Corporation staff did advise the applicant that the plan check has been completed
Person contacted Phil Weatherly (V-H) Telephone # 760-433-7842
Date contacted. 3//3/OZ(by K-) Fax #
Mail c-Telephone i/ Fax In Person
REMARKS
By Bill Elizarraras Enclosures
Esgil Corporation
n GA D MB D EJ D PC 3/4/02 irnsmtldot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4- (858)560-1468 *• Fax (858) 560-1576
Carlsbad O2-642
March 12, 2002
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO O2-642 JURISDICTION Carlsbad
PROJECT ADDRESS 2735 Cazadero Dr.
FLOOR AREA 612 sqft. Dwelling Add'n STORIES 2
HEIGHT 23'-6"
REMARKS
DATE PLANS RECEIVED BY
JURISDICTION
DATE INITIAL PLAN REVIEWCOMPLETED March 12,2002
DATE PLANS RECEIVED BY
ESGIL CORPORATION 3/4/02
PLAN REVIEWER Bill Elizarraras
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 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
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 (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 02-642
March 12, 2002
• 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
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 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 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
4 Show adequate footings under all bearing walls and shear walls This applies to
Garage wall and stairwell common to existing Dwelling Section 1806 3
5 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 15053
6 Show, on floor plan, adjacent rooms with window sizes indicated to verify
compliance with light and ventilation and egress requirements This applies to
upper floor level
Carlsbad 02-642
March 12, 2002
7 Note on the plans: "The manufactured windows shall have a label attached
certified by the National Fenestration Rating Council (NFRC) and showing
compliance with the energy calculations "
8 The regulations require an updated CF-1R and MMR forms to match submitted
documents 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
• MISCELLANEOUS
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 02-642
March 12, 2002
City of Carlsbad
Building Department
BUILDING DEPARTMENT
NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION
Do Not Remove From Plans
Plan Check No 02-642
Job Address or Legal Description 2735 Cazadero Dr.
Owner Address
You are hereby notified that in addition to the inspection of construction provided by the
Building Department, an approved Registered Special Inspector is required to provide continuous
inspection during 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 Inspectois 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 wntten 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)
Carlsbad 02-642
March 12, 2002
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: 2735 Cazadero Drive
PLAN CHECK NUMBER: 02-642 OWNER'S NAME: Miholch
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 106 3 5
Signed ^
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 sJArchitect s Seal
& Signature Han
Signed
1. List of work requiring special inspection-
O Soils Compliance Prior to Foundation Inspection
G Structural Concrete Over 2500 PSI
d Prestressed Concrete
Q Structural Masonry
[H Designer Specified
n Field Welding
D High Strength Bolting
Q Expansion/Epoxy Anchors
n Sprayed-On Fireproofing
D Other
2 Name(s) of individuaJ(s) or firm(s) responsible for the special inspections listed
above:
A
B.
C.
3. Duties of the special inspectors for the work listed above.
A.
B
C.
Special inspectors shall check in with the City and present their credentials for approval grjor to beginning work on the job site
Carlsbad O2-642
March 12, 2002
JURISDICTION Carlsbad
VALUATION AND PLAN CHECK FEE
PREPARED BY Bill Elizarraras
BUILDING ADDRESS 2735 Cazadero Dr.
BUILDING OCCUPANCY R3/U1
PLAN CHECK NO : O2-642
DATE March 12, 2002
TYPE OF CONSTRUCTION VN
BUILDING
PORTION
Dwelling Add'n
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq Ft )
612
cb
Valuation
Multiplier
City Estimate
By Ordinance
Reg
Mod
VALUE ($)
63,036
63,036
$398 96
1994 UBC Plan Check Fee
Type of Review
Repetitive FeeRepeats
Complete Review
D Other
r-i Hourly
Structural Only
Hour
Esgil Plan Review Fee
$259.32
$223.42
Comments
Sheet 1 of 1
macvalue doc
City of Carlsbad
DATE
Public Works
BUILDJNG PLANCHECK CHECKLIST
PLANCHECK NO CB
ngineering
BUiLDING ADDRESS
PROJECT DESCRIPTION
ASSESSOR'S PARCEL NUMBER
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 comrnents attached, as failure to comply
with instructions in this report can result in
suspension of permit to build
D A Right-of-Way permit is required pnor to
construction of the following improvements
EST VALUE
DENIAL
Please see^-the attached report of deficiencies
marked witr/D Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards Submit conected plans and/or
specifications to this office for review
Date
By
By
Date
Date
,•1 t •_ >i " Y** %- j i lii. "' Pv, ta--^' •*-•"
r* ;•'--*-. ,-• r • c ^ \ * ~,' ' r- V ,'-FOR OFFICIAL-.USE ONLY,';
!" ,j " ^ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT. ' , 7 I / :"'fr' „!
Date
ATTACHMENTS
LI Dedication Application
L-1 Dedication Checklist
t-J Improvement Application
U Improvement Checklist
L-l Future Improvement Agreement
l-l Grading Permit Application
D Grading Submittal Checklist
D Right-of-Way Permit Application
D Right-of-Way Permit Submittal Checklist
and Information Sheet
ENGINEERING DEPT CONTACT PERSON
Name TANIYA WADE
City of Carlsbad
Address 1635 Faraday Avenue. Carlsbad. CA 92008
Phone (760) 602-2773
CFD INFORMATION!
Parcel Map No
Lots
Recordation
Carlsbad Tract
D Sewer Fee Information Sheet A-4
rada:
ling 4je • Carlsbad, CA 92008-7314 • (76O) 602-272O • FAX (760) 602-85621FofmJJ(toC 1 12/28/96
BUILDING PLANCHECK CHECKLIST
ST >RD
SITE PLAN
1 Provide a fully dimensioned site plan drawn to scale Show.
A North Arrow
B Existing & Proposed Structures
C Existing Street Improvements
D Property Lines
E Easements
F Right-of-Way Width & Adjacent Streets
G Driveway widths
H Existing or proposed sewer lateral
I Existing or proposed water service
J Existing or proposed irrigation service
CH C3 2 Show on site plan.
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 dilferent uses (manufacturing,
warehouse, office, etc ) previously approved
EXISTING PERMIT NUMBER DESCRIPTION
H \WORDUX)£s\CHKLS'nBuUln(j PlanchM* CUM Form (Generic) doc
BUILDING PLANCHECK CHECKLIST
•i ST 2ND 3rd
n D
DISCRETIONARY APPROVAL COMPLIANCE
4a Project does not comply with the following Engineering Conditions of approval for
Project No
HH CD CH 4b All conditions are in compliance Date
n
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 Y*" 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
D
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 \WORl>OOCSlCHKLST\BiitWl^l Plandwck CMM Fonti (RIDDLE HARVEY 7 1J-00) Ooc
. ST
BUILDING PLANCHECK CHECKLIST
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
D 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
C3 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 CD D 6d No Public Improvements required SPECIAL NOTE Damaged or defective
improvements found adiacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11 06 030 of the Municipal Code.
D D D 7a Inadequate information available on Site Plan to make a determination on grading
requirements Include accurate grading quantities (cut, fill import, export)
D D D 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 D D 7c Graded Pad Certification required (Note Pad certification may be required even
if a grading permit is not required )
H \WOnCMXJCS\CHKLSTlBuildin9 Planch** CW*t Form (Genorte 7 14-OOJ doc
BUILDING PLANCHECK CHECKLIST
)RD
(n)n n
n
n
n
n n
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 drain, sewer and water utilities
Right-of-Way permit required for ^
INDUSTRIAL WASTE PERMIT If your facility is localed 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 Required fees are attached
GHMO fees 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 \WQRD\DOCS\CHKLST\BuKing PtanOwtit CUst Form (Generic) doc
-|ST >ND >RD
Q D 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 T,
and potable water is typically a circled "W" The irrigation service should
look like
STA 1+00 Install 2" sen/ice and
5 meter (estimated 100 gpm)
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 pei 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
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\DOCSlCHKLSTVBuMlno Plandwck CUM Form (Generic) doc Rev 7114100
•| ST
BUILDING PLANCHECK CHECKLIST
pND 3RD
service boundary, the City intends on switching
services/meters to a new recycled water line in the future
D [H 12c Irrigation Use (where recycled water is available)
these irrigation
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 sfopes 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 Authonty (SDCWA) for a refund
However, let the applicant know that we cannol guarantee the refund, and
they must deal with the SDCWA for this
D 13 Additional Comments:
Ito*
HAWORDCOCaCHKLSTlBifldlng Planctwt* CkW Fwm (Generic) doc
O O L>
D
D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No CB
Planner
APN
Address
Phone (760) 602-
Type of Project & Use
Zoning r\ \ ^/'S General Plan
Net Project Density
CFD (in/out) #_Date of participation
Facilities Management Zone
Remaining net dev acres
Circle One (For non-residential development Type of land used created by this
permit )
Legend Item Complete
Environmental Review Required
DATE OF COMPLETION
Item Incomplete - Needs your action
YES NO TYPE
Compliance with conditions of approval7 If not, state conditions which require action
Conditions of Approval
Discretionary Action Required
APPROVAL/PESO NO
PROJECT NO
YES NO TYPE
DATE
OTHER RELATED CASES
Compliance with conditions or approval7 If not, state conditions which require action
Conditions of Approval
f~l Coastal Zone Assessment/Compliance
Project site located in Coastal Zone7 YES_
CA Coastal Commission Authority7 YES
NO
NO
If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite
103, San Diego CA 92108-4402, (61 9) 767-2370
Determine status (Coastal Permit Required or Exempt)
Coastal Permit Determination Form already completed7 YES
If NO, complete Coastal Permit Determination Form now
Coastal Permit Determination Log #
NO
D D
Follow-Up Actions
1} Stamp Building Plans as "Exempt" 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 Completed7 YES NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing
Y/N, Enter Fee, UPDATE')
H \ADMIN\COUNTER\BtdgPlnchkRevChklst Rev 9/01
Lj
n n
v
Site Plan
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)
2 Provide legal description of property and assessor's parcel number
Policy 44 - Neighborhood Architectural Design Guidelines
1 Applicability YES NO
2 Project complies YES NO/
Zoning
1 Setbacks
Front
Interior Side
Street Side
Rear
Top of slope
2 Accessory structure
Front
Interior Side
Street Side^. —
Reat^^"^
^.^-^Structure separation
Required
Required ff**) '
Required ^ """"
Required <?V*) '
Required ^ >~"
setbacks ^^^^^
Required "
_^-~"~Required
Required
Required
Required
Shown j
Shown
Shown
Shown _Q
Shown '
Shown
Shown
Shown
Shown
Shown
736
7 //S/ '
' ?;
3 Lot Coverage
4 Height
5 Parking
Required _--'
Required
Spaces Required
Shown
Shown
Shown
CH
(breakdown by uses for commercial and industrial piojects required)
Residential Guest Spaces Required Shown
Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE DATE
H \ADMlN\COUNTER\BldgPlnchkRevChklst Rev 9/01
SOUTH COAST
STRUCTURAL DESIGN
2415 San Diego, Suite 200
San Diego, CA 92110
(619)291-4224
STRUCTURAL CALCULATIONS
PROJECT:Miholich Residence
2735 CazaDero Drive
La Costa, CA
OWNER: Bill & Candy Miholich
273 5 CazaDero Drive
La Costa, CA
DESIGNER:Phil Weatherly
3323 Par Drive
Oceanside, CA 92056
JOB No. :99173
DATE: December 14, 1999
No. 4352
Exp 3-3£-02
,n0
4
SHEET NO = OF
SOUTH COAST -r 6
STRUCTURAL DESIGN CALCULATED BY ^ DATE
CHECKED BY /I*--S. . DATE
SCALE
TABLE OF CONTENTS
SUBJECT SHEET
DESIGN CRITERIA -^
LOADS -3
VERTICAL ANALYSIS 4-
FOUNDATION DESIGN ^
LATERAL ANALYSIS ^
DETAILS ^
JOB
SOUTH COAST
STRUCTURAL DESIGN
SHEET NO
CALCULATED BY
CHECKS: av _
SCALE _
OF_
DATE
DATE
GOVERNING CODE:
CONCRETE.
MASONRY.
MORTAR:
GROUT.
REINFORCING STEEL.
STRUCTURAL STEEL.
WELDING.
SAWN LUMBER:
TJIJOISTS:
GLULAMS:
MICROLLAMS/
PARALLAMS:
SOIL:
DESIGN CRITERIA
UBC 1997
Fc = 2000 PSI, NO SPECIAL INSPECTION REQ'D, (UNO)
ASTM C90, FM = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO)
ASTM C270, Fc = 1300 PSI, TYPE S
ASTM C476, Fc - 2000 PSI
ASTM A6 1 5, Fy = 40 KSI FOR « AND SMALLER
ASTM A615, Fy = 60 KSI FOR 44 AND LARGER (UNO)
ASTM A36. Fy = 36 KSI (STRUCTURAL SHAPES AND PLATES)
ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBING)
ASTM A33, GRADE B, Fy - 35 KSI (STRUCTURAL PIPE)
E70 SERffiS-TYP., E90 SERIES FORA6I5 GRADE 60 REINFORCING BARS
DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC.
Trus Joist MacMillan - ICBO NER-200 (TJI/15DF, TJI/25DF, TJI/35DF, & TJI/55DF)
DOUGLAS FIR OR DOUGLAS FIR/HEM
GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V3 (CANTILEVERS)
Trus Joist MacMillan - ICBO NER-126 (Microilams) UN O
Trus Joist MacMillan - ICBO NER-292 CParallams) U.N.O.
Q-EXISTING NATURAL SOIL VALUES PER UBC TABLE 18-I-A
SOIL CLASSIFICATION -
Q SOILS REPORT BY.
DATED:
ALLOWABLE BEARING PRESSUREACTIVE SOIL PRESSURE (CANTILEVER.)ACTIVE SOIL PRESSURE (RESTRAINED)
PASSIVE SOIL PRESSURE
COEFFICIENT OF FRICTION
PSF
PCF/FT
PCF/FT
PCF/FT
JOB
SOUTH COAST
STRUCTURAL DESIGN
SHEET NO
CALCULATED BY
CHECKED BY
SCALE
OF
DATE
DATE
LOADS
ROOF
DEAD LOAD
ROOFING MATERIAL { ^
SHEATHING
RAFTERS/C J (or) TRUSSES
INSULATION
DRYWALL
OTHER (ELEC ,MECH ,MISC )
TOTAL DEAD LOAD
LIVE LOAD (PITCH 4 12)
TOTAL LOAD
C 0
15
40
1 5
25
05
1=90
•£*« .0
PSF
PSF
PSF
PSF
FLOOR
DEAD LOAD
FLOORING (CARPET & PAD)
LT WEIGHT CONCRETE
SHEATHING
JOISTS ..
DRYWALL ..
OTHER (ELEC ,MECH ,MISC )
TOTAL DEAD LOAD
LIVE LOAD OJSE
TOTAL LOAD-
PSF
EXTERIOR WALL
STUDS
DRYWALL
INSULATION
EXTERIOR FINISH (_:
OTHER
TOTAL LOAD:
10
2.5
15
too
10
PSF
b .0 PSF
INTERIOR WALL
STUDS
DRYWALL
OTHER
TOTAL LOAD:
10
50
10
PSF
PSF
SOUTH COAST
STRUCTURAL DESIGN
VERTICAL
LEVEL. Qoo£-
MEMBERS. &£vw^ . - =A. <-"$
VMARK. R jl - * SPAN* \ "? FT.
^t=— \in 7 nc 1^
nil.CJLATED BY naTF
rMECXED BY naTF
crAi c
ANALYSIS / DESIGN
UNIFORM LOAD
Wl= fViX>/O(j, jVi^ = ^03 PLF W'—N
W: =
Pi =
PLF S
LBS ^^^' ~'r
P: = = LBS ^-~— "~
RL =
RR =
VMAX =
MMAX =
IREQ o =
USE 4 X M. GRADE
OR X GRADE.
-/MARK. Fte-l- SPAN= 23 FT.
&&<<> LBS c^-~~^~~
\"7^l LBS J1 y'
, 1_/ LBS
SfcSO FT-LBS
2-\\ IK*^^/ & l1^*- ^e
=?H CAMBER
CAMBER.
UNIFORM LOAD
Wi= = PLF ^
Wi= = PLF
Pi = P r»( RS- 1 ^ V 4-
Pi =
RL =
RH -
VMAX =
MMAX =
IREQ-D =
USE: 6 X It GRADE ^«
OR : 6"*-4" X \^ GRADE C
^MARK. P>HM SPAN* \0 FT.
Wi= '^Sf^i. j )
W2 =
= C^^-i LBS
LBS
= 3^^L LBS v
= M<*1 LBS J^
= ^>* <* X LBS *z s
= ^31 Wo FT-LBS
= n^t LN4^/ s)
^rc_r CAMBER: ^^ ^£
-t •** CAMBER:
UNIFORM LOAD
^ ?•= \ 4 4 PLF
PLF
Pi = &u(2.H-O = l4^^_ LBS
Pz =
RL =
RR =
VMAX =
MMAX =
LBS . '- 1
1^3^ LBS
Zei'H LBS i^ |-
^^i7t3 LBS L 3>
SStO FT-LBS
IREO-D= = /76 IN4 RL w*-
USE: 4 X /2- GRADE:
OR : X GRADE:
CAMBER:
CAMBER:
JOS c\c\\~?3
SOUTH COAST
STRUCTURAL DESIGN
SHEET NO OF
CALCULATED BY
CHECHES BY
SC«LH
DATE
DATE
LEVEL. Fv_ooCi
MEMBERS: tt«=CDr-v "> /£*<-****>e
XMARK. f>H SPAN= 18 5 FT.
W,- £iY,Si*> h//L0 ) J- fy&
^ UNIFORM LOAD
?C °/* 3^^ PLF
W3=* = PLF
Pi =LBS
Pi * = LBS
RL =* = 33<r 5 LBS
RH=*
VMAX =
= 5^/ LBS
= ^5^? LBS
MMAX = = /kk-^13 FT-LBS
IRECJ'D = - Jx^*$ IN"1 '-2-^^ ° /
USE. 3 ''** ' X / ' 7/fe GRADE
OR . X GRADE
v/MARK. Fu-*^ SPAN= 3 i FT.
^Si- CAMBER.
CAMBER
UNIFORM LOAD
f P
Wi^ (?V,L;CSI.C) = (,C>0 PLF '
\Vi* = PLF
Pi * ftfl. ( ^£,-Z ^
Pi *=
RL ^
= 34 6 i LBS
= 2 y?*! 6s T R^ W,^- Ji_^ U3 l^JO 1
RH ^= = 2b^ts LBS -^ii. _J^- 'tl
VMAX =Zfe^G LBS ^'^'
MMAX- = ^c?^^ FT-LBS
IREQ-D =
USE: (a X /i GRADE
OR: ?'/i" X M7V GRADE 1
/
^MARK. t]B-\ SPAN= -?4 3 FT.
Wi*= (Vz)l35 0 >
= i"? INH^/b) *? ^p
*** CAMBER:
^^ CAMBER:
-^ UNIFORM LOAD
>/o ft
W? ^= = t>T F iTT i ^- 1 i_,l.
Pi ^ (-^ /? )C "V5 0 / [ /2. )
RL -
= IBS LBS
= /2o7 LBS */>
RR = = "?Cfff^,< LBS '^ Jy
VMAX =
MMAX =
IREQ D =
USE: J>> X // 7y& " GRADE-
OR : X GRADE:
_ i-lv.^inc -' *-..~ * * ^ — Li3o ?4j .5 S
6 kj> O FT-LBS
c?c,3 JNJ*^"-^ ^ ' iC> r
^t_ CAMBER: 'u *•
CAMBER:
JOB
SOUTH COAST
STRUCTURAL DESIGN
SHEET NO
CALCULATED BY
CHECKED BY
SCALE
OF.L
DATE
DATE
FOUNDATIONS
ALLOWABLE BEARING PRESSURE, q = looo PSF fPER DESIGN CRITERIA )
CONTINUOUS PERIMETER & BEARING WALL FOOTINGS:
Location: u M g" V 01 ^ |j °° |* ^ ^/ ie' M.J - 4 r_ pfj _
PLF
Width Required = W /q x 12 =_EN-
USE, /z " WIDE x 16" DEEP WITH «— ^ — TOP & BOTTOM
Location.
Width Requu-ed = W /q x 12 =
PLF
IN
USE."WLDEx "DEEP WITH TOP & BOTTOM
ISOLATED SPREAD FOOTINGS:
MARK. F-_l__
P =
144 =
LBS
SO IN
USE. 2J_" SQUARE x._/a_"DEEP WITH 2. # ^- EACH WAY(3" CL£.\R FROM SOIL)
MARK F- 2-
P =BS
144 =£>! \ SQ IN
USE. 3o " SQUARE, x. _[b_" DEEP WITH ^ # 4- EACH WAY(3" CLEAR FROM SOIL)
JOB
5M6ET NO
SOUTH COAST
STRUCTURAL DESIGN CALCULATED 3Y
CHECKED BY
SCALE
7 OF _
OATE
DATE
LATERAL AiNALYSIS / DESIGN
AREA:
Seismic = (2.5 Cal/R) Wt
Seismic Zone _.4_ Z = $__
Soil Profile^ _Sn Na= \ O
Ca= 4 4
[=10 (Standard Occapancv)
R= 4 S
W = Total Seismic Dead Load
Wind: P = CeCqQsI
Exposure < Basic Wind Speed - 70 VtPK
Ce = . ~)L , UBC Taole 16-G
Cq = / 3 . UBC Taoie 16-H
Qs = 12 6 psf
Iw = 1 0 (Non-Essential Facility)
P = Ce Cq Qs I = IL
ROOF WEIGHT
Diaohragm =o
Extenor Wall Weight = AOO )(
Interior Wall Weight = ^ 3 o H > •
o 7 2 o
Total Weight (Tnbutary to Diapnragm} =
\S' FLOOR WEIGHT.
Diaphragm =» (~?Qc> )
Extenor Wall Weight =\o
Interior Wail Weight-* (\o 7, o
.LBS
.LBS
.L3S
LBS
LBS
LBS
LBS
Total Weight (Tributary to Diaphragm) =
Diaphragm
FLOOR WEIGHT.
Extenor Wall Weight =,
Intenor Wall Weight =* .
Total Weight (Tributary to Diaphragm)
TOTAL DEAD LOAD, Wt =»
(•*<*/,+)
LBS
LBS
LBS
LBS
LBS
BASE SHEAR, V Wt
UNIT SHEAR, v - V / Area (Applies to single level structures only)PSF
SOUTH COAST
STRUCTURAL DESIGN
JOB
SHFFT NO
aam.
CALCULATED BY
CHECKED BY
SCALE
OF __
DATE
DATE
LOAD DISTRIBUTION
LEVEL hx
ROOF 2- \ FT
2 \0 FT
\ FT
TOTALS
wx
H 1 K
2u 2. K
K
K
wxhx
?9£ FT-K
2c-Z FT-K
FT-K
^uo FT-K
Fx
3,7 K
3 3 K
K
K
A
d5 FT2
7oo pr2
FT2
FT3
Vx = (Fx/A)
5^ PSF
4 1 PSF
PSF
PSF
SHEARWALL DESIGN
ROOF DIAPHRAGM
WIND TRIBUTARY AREA , TA = \
TA =
SEISMIC (Vx)
N-S 5- ^ PSF
5 =1 PSFE-W
FLOOR DIAPHRAGM
WIND TRIBUTARY AREA,
SEISMIC (Vx)
N-S A 1 .PSF
E-W 4 1 PSF
FLOOR DIAPHRAGM
WIND , Vx = [ (P x TA)/A]
y / PSF
PSF
j \f IV, ^ \
= \ «L- > )' "^ L ' /
TA=
WIND , V^ = {(P x TA)/A]
4 > PSF
PSF
WIND TRIBUTARY AREA , TA =
TA=
SEISMIC (Vx)
N-S PSF
E-W PSF
WIND , Vx = [ (P xTA)/A]
PSF
PSF
FT2 (N-S)
_FT2 (E-W)
FT2(N-S)
FT2 (E-W)
JT2 (N-S)
__FT2 (E-W)
GOVERNS
GOVERNS
_GOVERNS
GOVERNS
_GOVERNS
GOVERNS
c\
SHEET NO 1__ OF
SOUTH COAST
DESIGN CALCULATED BY DATE
BY DATE
SCALE
•s >***2~ Floor Shearwaiis
M" i Direction
Unit Lateral Load, v = ^ \ psf
J Line . .
Tnbutary Area (This Level) '1 A * ^ '
Lateral Load (This Level)
Lateral Load (Roof Level)
Lateral Load ( Level)
Total Load (All Levels), F
Shearwall Lensth, L = /£• ft
Unit Wall Shear, v = F/L = /^ plf X ' ^ = \~> \jji-
Shearwall Tvpe CD x ""*
Overturnme: L = ft i^ Okav bv Inspection
OT Moment =
Res Moment =
Net Moment =
Uplift -
Hoidown Anchor Tvpe
J Line 2_
Tnbutary Area (This Level)
Lateral Load (This Level)
Lateral Load (Roof Level)
Lateral Load ( Level)
Total Load (All Levels), F
\ Shearwall Lensth. L = "z-o ft
Unit Wall Shear, v^ F/L = J^ olf X f -^ - U1^ f'1^
Shearwall Tvpe ^LJ
Overturnine: L = ft c-- Okav bv Inspection
OT Moment =
Res Moment =
Net Moment =
Uplift =
Hoidown Anchor Tvpe
^^3» sq ft
)8<t4 Lbs
Lbs
Lbs
J&4-4 Lbs
FtLbs
FtLbs
FtLbs
Lbs
3» ^ sq ft
/fe-t ^ Lbs
Lbs
Lbs
/<544 Lbs
FtLbs
FtLbs
FtLbs
Lbs
JOB
SHEET NO ' ^ OF
SOUTH COAST
STRUCTURAL DESIGN CALCULATEDBY DATE
CHECKED BY _„_ DATE
SCALE
1 Floor Shearwalls
Direction
Unit Lateral Load, v = 4> 7 psf
1 ~~}Qfy. 3 * -iTributary Area (This Level) -3--:' ° sq ft
Lateral Load (This Level) t 7 '* Lbs
Lateral Load (Roof Level) V^f Lbs
Lateral Load ( Level) Lbs
Total Load (All Levels), F .jiteJ^ Lbs
Shearwall Length, L = 5 &
Unit Wall Shear, v = F/L = b16 i i*> 647
Shearwall Type \?)
Overturning: L = -5 1-5 ft Okay by Inspection
OT Moment = (a47Xs i*Q T a ^ ^ . ^<5,93^ FtLbs
Res Moment = O, ^ / \/&)fl<**)
Net Moment = _ -?f, 4-7^ FtLbs
Uplift - ^33 g Lbs
Holdown Anchor Type
Tnbutarv Area (This Level) ( '" /^-/
Lateral Load (This Level)
Lateral Load fRoof Level)
Lateral Load ( e / ^T'^ Level) r/T')C2'A)(^-7^~/ =
Total Load (All Levels). F
Shearwall Length. L = V-l ft
Unit Wall Shear, VJE F/L = (9/ plf X '-v<i = ??? ^J jj
Shearwall Type ^}
Overturning: L = ft ^ Okav bv Inspection
OT Moment =
Res Moment =
Net Moment =
Uplift-
Holdown Anchor Tvoe
-6"t)
/7/-5
/ S4 4
69O
^^°)~f
C
FtLbs
FtLbs
FtLbs
Lbs
sq ft
Lbs
Lbs
Lbs
Lbs
NO " OF _
SOUTH COAST
STRUCTURAL DESIGN CALCULATED BY DATE
RV HATF
"7 i/^*• Floor Shearwalls
<=- W Direction
Unit Lateral Load, v = 4 °\ osf
- Line A-
Tnbutary Area (This Level)
Lateral Load (This Level)
Lateral Load (Roof Level)
Lateral Load ( Level)
Total Load (All Levels), F
Shearwall Lene£h, L = L & ft ^ £_i3D^Js *
Unit Wall Shear, v = F/L = 6 1 1 plf O- A ^ - fe
Shearwall Type \5) ,o - ? - 2.
Overturning: L = £ ^ ft Okay by Inspection
OT Moment- (& ' 6 ) (£ ^ *)Ce) =
Res Moment = O °\ L (/&)(! (*•<?) +{r*.}( iu «?VJf ^^) /A =
Net Moment =
Uplift -
Holdown Anchor Type V0>*? A
^Line &
Tnbutary Area (Thas Level)
Lateral Load (This Level)
Lateral Load (Roof Level)
Lateral Load ( Level)
Total Load (AH Levels), F
Shearwall Length. L = 2-2> ft
Unit Wall Shear. v = F/L = /54 plf
Shearwall Type \iy
Overturning: L = ft t— Okay by Inspection
OT Moment =
Res Moment -
Net Moment =
Uplift =
Holdown Anchor Type
-£-l£3 sq ft
'7' " Lbs
'3*ti Lbs
Lbs
3551 Lbs
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^^,6^2. Ft Lbs
6 2^-6 Ft Lbs
-5t? , 6.^6 Ft Lbs
^/66 Lbs
-5^0 sq ft
/?/ 5 Lbs
/^•ff- Lbs
Lbs
^3^7 Lbs
Ft Lbs
Ft Lbs
Ft Lbs
Lbs
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5H6E~ NO \ '— OF _1
SOUTH COAST
STRUCTURAL DESIGN CALCULATED SATE
C-IECXED BY
DETAILS
SOUTH COAST
STRUCTURAL DESIGN
JOB
SHEET NO
CALCULATED BY
CHECKED BY _
OF
DATE
DATE
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SOUTH COAST ^^^ — QF
STRUCTURAL DESIGN
8Y
HOLDOWN SCHEDULE
A 4x Post W/ MST37 FLR-To-FLR Holdown
B 4x Post W/MST48 FLR-To-FLR Holdown
4x Post W/ MST60 FLR-To-FLR Holdown
D 4x Post W/ HPAHD22 Holdown
E 4x Post W/ HD2A (SSTB 16)
4x Post W/ HD5A (SSTB 20)
G 4x Post W/ HD6A (SSTB 28)
H 4x Post W/ HD8A (SSTB 28)
I 4x Post W/ HD10A (SSTB 28)
J 4x Post W/ HD14A (SSTB 34)
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3Hg£- NO -> OF
SOUTH COAST
STRUCTURAL DESIGN CAISUWTBJ 3v
C-ECXED 3V ___ OATH
FRAMING NOTES
1 Roof sheathing shall be
• 1/2" plywood exposure 1, maex 24/0
• Sd common nails @ 6" o c , B N"
• 8d common nails @ 12" o c , F N
B N apclies to ail supoorted plywooc edges at*
• plvwood eG2es
• penmeter walls
• shear walls
-. Floor sheaifair.g snail be
23;32" A.P A. rated STURD-I-FLOOR, T&G. 24" o c.span rating, exposure 1
• 1/2" plywood exposure I, index 24/0
• lOd common nails @ 6" o c., B N
• IQd common nails @ 10" o c, F N
B N" applies 10 all supported plywood edges ar
• piywood edges
• perimeter walls
• shear walls
TABLE OF CONTENTS TOC
Project Title As Designed Date..02/28/02 14 03:39
Project Address . .. 2753 Cazadero *******
San Diego *v6 01*
Building Permit #
Plan Check / Date
Field Check/ Date
Documentation Author.. Phil Weatherly *******
Phil D. Weatherly
3323 Par Drive
Oceanside, CA 92056
760-433-7842
Climate Zone 07
Compliance Method .. . MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-MIHOLICH Wth-CTZ07S92 Program-TOC
User#-MP0359 User-Phil D Weatherly Run-Typical House
TABLE OF CONTENTS
Report Page
FORM CF-1R 1
FORM MF-1R 4
FORM C-2R. . . 7
HVAC SIZING .. 10
City of Carlsbad
Plumbing - Electrical - Mechanical Worksheet
Project Address
Permit No.
Questions below refer to work being done for this permit only
Plumbme
* Number of new or relocated fixtures, traps, or floor drains?
New building sewer line? Yes _ No
Number of roof drains?
* Install/alter water line? Yes _ No
* Number of water heaters? _
* Number of hose bibs? __ _
* Gas piping system - Install __ Repair _
* Number of new or relocated gas outlets __
* New water meter- No of __ Size
Potable _ Irngation _ _
Electrical
* Number of new panels or subpanels? __
Size of New Service
* Single Phase D Size Number of amperes _
* Three Phase D Number of amperes _
* Three Phase - 480 Number of amperes _
* Remodel (relocate existing outlets/switches or add outlets/switches Yes No
Mechanical
* Number of furnaces, A/C, or heat pumps?
* Number of fireplaces?
* Number of exhaust fans?
* Number of exhaust hoods?
* Number of boilers or compressors? Number of HP?
New or relocated duct work? Yes No
BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNED TO THE BUILDING
DEPARTMENT - FAX NUMBER (760) 602-8558
City of Carlsbad
^Q ZL ft 6 *
Building Department
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
This form must 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
Building Permit
Plan Check Number
Project Address
A P.M.:
Project Applicant
(Owner Name)
Project Description.
Building Type
Residential
Second Dwelling Unit:
Residential Additions
Commercial/Industrial
City Certification of
Applicant Information
Number of New Dwelling Units
Square Feet of Living Area in New Dwelling
Square Feet of Living Area in SOU
Net Square Feet New Area
ware Feet Floor Area
fHOOL DISTRICTS WITHIN Tl
Date
CITY OF CARLSBAD
Carlsbad Unified School District
801 PineAve
Carlsbad CA 92009 (729-9291)
-SaiTMarcos Unified School District
215MataWay
San Marcos, CA 92069 (736-220Q)
Encimtas Union School District
101 South Rancho Santa Fe Rd
Encuutas, CA 92024 (944-4300)
San Dieguito Union High School District
710 Encimtas Blvd
Encimtas, CA 92024 (753-6491)
Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the
information provided above is correct and true to the best of the Owner's knowledge, and that Ihe 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 tf the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/developer of the above descnbed project(s), or that the person executing this declaration is
authorized to sign on behalf of the Owner
Signature Date
1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-27OO • FAX (760) 6O2-856O
Revised 4/20/00
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school distnct(s))*•**********•*********************•*****+***********************************•**************************
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE
. BEEN OR WILL BE SATISFIED
SCHOOL DISTRICT
The undersigned, being duly authorized by the applicable School District, certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has paid all amounts or completed other applicable school
mitigation determined by the School District. The City may issue building permits for this project
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT
DATE
PHONE NUMBER
Carlsbad 02-642
March 12, 2002
City of Carlsbad
^ WMM^M^VMBHIMMHl^^^^^^^^^^^^^^^^^^Building Department
BUILDING DEPARTMENT
NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION
Do Not Remove From Plans
Plan Check No O2-642
Job Address or Legal Descnption 2735 Cazadero Dr.
Owner Address
You are hereby notified that in addition to the inspection of construction provided by the
Building Department, an approved Registered Special Inspector is required to provide continuous
inspection during 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)
Carlsbad 02-642
March 12, 2002
SPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION. 2735 Cazadero Drive
PLAN CHECK NUMBER: 02-642 OWNER'S NAME: Miholch
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
mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction
project located at the site listed above UBC Section 106 3 5
Signed
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
f tlArchitect I Sill
ii* Hart
Signed
1. List of work requiring special inspection
C] Soils Compliance Prior to Foundation Inspection
D Structural Concrete Over 2500 PSl
Q Prestressed Concrete
O Structural Masonry
C] Designer Specified
Q Field Welding
D High Stiength Bolting
Q Expansnon/Epoxy Anchors
[U Sprayed-On Fireproofing
Other
2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed
above:
A
B.
C.
3. Duties of the special inspectors for the work listed above:
A.
B
C.
Special inspectors shall check in with the City and present their credentials for approval pjigMo beginning work on the job site