HomeMy WebLinkAbout1787 BUTTERS RD; ; CB041884; Permit3
07-28-2004
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Building Inspection Request Line (760) 602-2725
Residential Permit Permit No: CB041884
Job Address:
Permit Type: RESDNTL SubType: RAD Status: ISSUED
Parcel No: 1562703800 Lot #: 0 Applied: 0512012004
Valuation: $23,278.00 Construction Type: NEW Entered By: SB
Occupancy Group: Reference #: Plan Approved: 07/28/2004 # Dwelling Units: 0 Structure Type: Issued: 07/28/2004 Bedrooms: 0 Bathrooms: 0 Inspect Area:
Project Title: MOODY RES 226 SF RAD Orig PC#:
Plan Check#:
1787 BUTTERS RD CBAD
CLOSET AND DINNING ROOM
pplicant: Owner: MOODY MARC A&TAMARA J MOODY MARC A&TAMARA J
1787 BUTTERS RD
CARLSBAD CA 92008
1787 BUTTERS RD
CARLSBAD CA 92008
Building Permit Add'l 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'l Renewal Fee Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee Recl. Water Con. Fee
$207.49 $0.00
$1 34.87
$0.00
$0.00 $2.33
$0.00
$0.00
$0.00 $0.00 $0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$0.00
$0.00 $0.00
Meter Size Add'l Red. Water Con. Fee Meter Fee
SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund)
License Tax
License Tax (CFD Fund)
Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL Housing Impact Fee
Housing InLieu Fee
Housing Credit Fee
Master Drainage Fee Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$0.00 $0.00
$0.00
$0.00
$0.00 $0.00 $0.00
$0.00
$0.00
$0.00 $0.00
$0.00
$35.00
$0.00
$0.00 $0.00
$0.00
$0.00
$0.00
$0.00 $379.69
Total Fees: $379.69 Total Payments To Date: $1 34.87 Balance Due: $244.82
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 feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or sewice fees in connection with this project. NOR DOES IT APPLY to any
feeslexactions of which YOU have Dreviouslv been aiven a NOTICE similarto this, or as to which the statute of limitations has Dreviouslv otherwise exDired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY I PLAN CHECK NO. I EST. VAL. qt7 8
Plan Ck. Deposit - - 1'94 .07 -
Validated y I Date -5 rz 01 "W\
Name Address city Statelzip Telephone #
B
(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 Code1 or that he is exempt therefrom, and the basis for the alleged
ex'emption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001).
Name Address city Statelzip Telephone #
State License # License Class City Business License #
Designer Name Address City Statelzip Telephone
State License #
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 of the work for which this permit is issued.
0
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 I$1001 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not 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
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
0 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). w, 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).
0
1.
2.
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
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
R DECU\R
I am exempt under Section
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO
I (have I have not) signed an application for a building permit for the proposed work.
Business and Professions Code for this reason:
following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone
I will provide some of _the work, but I hmcontracted (hired) the following persons to provide the work indicated (include name I address I phone number I type
4.
number I contractors license number):
5.
PROPERTY OWNER SIGNA
Is the applicant or future building occupant required to submit a business pla
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
utely hazardous materials registration form or risk management and prevention
0 YES 0 NO
v
St N LENDING A
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
CERTl
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 Cit) 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 shalt expire by limitation and become null and void if the building or work
at any time after the work is
APPLICANT'S SIGNATURE DATE
authorized by such permit is m the date of such permit or if the building or work
City of Carlsbad Bldg Inspection Request
For: 02/15/2005
Permit# CB041884 Inspector Assignment: PY
Title: MOODY RES 226 SF RAD
Description: CLOSET AND DINNING ROOM
Type: RESDNTL SubType: RAD
Job Address: 1787 BUTTERS RD
Suite: Lot 0
Location:
OWNER MOODY MARC A&TAMARA J
Owner: MOODY MARC A&TAMARA J
Remarks:
Total Time:
Phone: 7607440376
Inspector:
Requested By: RICHARD
Entered By: KAREN
CD Description Act Comment
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical -I-
+
Associated PCRs/CVs
CV040518 CLOSED N- EXCESSIVE ANIMAL WASTE; BAD ODOR
PCR04208 ISSUED MOODY RES TRUSS TO CONV.; CONVENTIONAL
InsDection Historv
Date Description Act lnsp Comments
12/15/2004 17
12/08/2004 16
12/07/2004 84
11/02/2004 83
10/26/2004 33
1 0/20/2004 33
09/27/2004 11
09/27/2004 12
interior LatWDrywall
Insulation
Rough Combo
Roof Sheathing/Ext Shear
Service Changdpgrade
Service ChangdUpgrade
Ftg/FoundationlPiers
SteeVBond Beam
AP PY
AP PY
AP PY
AP PY
AP PY EMR UPGRADE
NR PY
AP PY
wc PY
EsGil CorDoration
In Partnership with Government for QuiliCing Safq
DATE: July 19,2004
JURIS DICTION: Carlsbad
PLAN CHECK NO.: 04-1884
0 FILE
SET: I1
PROJECT ADDRESS: 1787 Butters Road
PROJECT NAME: Moody Addition(s)
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.
0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
0 The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
u The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person.
0 The applicant‘s copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
0 Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: 1 Fax #:
Mail Telephone Fax In Person
REMARKS: OK to issue with the person responsible for their preparation signing all final sheets
of plans. (California Business and Professions Code).
By: Bryan Zuppiger Enclosures:
Esgil Corporation 0 GA MB 0 EJ 0 PC 07/13/04 tmsmtl.do
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576
DATE: June 1,2004
JURI SDI CTI 0 N: Carlsbad
PLAN CHECK NO.: 04-1884
EsGil Corporation
In Partnership with Government for Buifiing Safety
PROJECT ADDRESS: 1787 Butters Road
PROJECT NAME: Moody Addition(s)
0
0
0
0
0
P PGEiFYT
P PLAN REVIEWER
0 FILE
SET: I
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.
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:
Samatha Romaine
3988 60* Street #I 9 San Diego CA 921 15
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: Samatha Romaine (.I,..) Telephone #: 619 820 6424
Date contacted:b [z/cy(by: 6 ) Fax #: 61 9 269 5020
Mail- Telephone FaxL/cin Person
REMARKS:
By: Bryan Zuppiger Enclosures:
Esgil Corporation
0 GA 0 MB 0 EJ 0 PC 05/24/04 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
Carlsbad 04- 1884
June 1,2004
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 04-1884 JURI SD I CTI 0 N : Carlsbad
PROJECT ADDRESS: 1787 Butters Road
FLOOR AREA: See Below
Dwelling addition(s) 226’ HEIGHT: varies
DATE PLANS RECEIVED BY
JURIS D I CTI 0 N :
DATE INITIAL PLAN REVIEW
COMPLETED: June 1,2004
STORIES: 1
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 05/24/04
PLAN REVIEWER: Bryan Zuppiger I
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 (or a copy) where each
correction item has been addressed, Le., plan sheet number, specification section, etc.
Be sure to enclose the marked UP list when YOU submit the revised plans.
Carlsbad 04- 1884
June 1,2004
0 PLANS
I.
2.
3.
4.
5.
6.
Please make all corrections on the original tracings, as requested in the correction
list. Submit three sets of plans for commercial/industriaI projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
a) Deliver all corrected sets of plans and calculations/reports directly to the
City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA
92008, and (760) 602-2700. The City will route the plans to EsGil
Corporation and the Carlsbad Planning, Engineering and Fire Departments.
b) Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123,
and (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.
The person responsible for their preparation must sign all final sheets of plans.
(California Business and Professions Code).
Final plans, specifications and calculations shall be signed and sealed by the
engineer or architect licensed by the State of California who is responsible for
their preparation. Specify expiration date of license. (California Business and
Professions Code).
Provide calculations for main vertical and horizontal framing members and
footings. Section 106.3.3.
Provide calculations for lateral loads, shear panels, shear transfer and related.
Section 106.3.3.
The calculations for the 5.25”xI I .875” shall include the taper at the ends. May
want to try an engineered girder truss instead.
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, Le., 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 921 23; 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 Bryan Zuppiger at
Esgil Corporation. Thank you.
Carlsbad 04- 1884
June 1,2004
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 04-1884
PREPARED BY: Bryan Zuppiger
BUILDING ADDRESS: 1787 Butters Road
BUILDING OCCUPANCY: R3
DATE: June 1,2004
TYPE OF CONSTRUCTION: VN
Jurisdiction Code Icb IBy Ordinance
Bldg. Permit Fee by Ordinance
I
il-* ;kj
Type of Review: Complete Review 0 Structural Only
0 Repetitive ~ee Repeats
0 Other
Hourly Hour *
Esgil Plan Revlew Fee 0
I $207.491
I $1 34.871
Comments:
rnacvalue.doc
.# .
1. BUILDING PLANCHECK CHECKLIST
&E! &/fN ~ -- fFFCKP
,- is im DATE: i!d(u 4/
BUILDING ADDR SS:
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER: /36 .- 7d ,3* EST. VALUE: '2 3 /$ '2.26 Ip e 7 -
ENGINEERING DEPARTMENT
APPROVAL DENIAL
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.
Right-of-way permit is required prior to
construction of the following improvements:
G I- Please see the attached report of deficiencies
marked with El. Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans andlor
specifications to this office for review.
By: Date:
By: Date:
Date:
HORIZATION TO ISSUE BUILDING PERM
AlTACHMENTS
0 Dedication Application
D Dedication Checklist
0 Improvement Application
0 Improvement Checklist
ENGINEERING DEPT. CONTACT PERSON
Name: KATHLEEN M. FARMER
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2741
CFD INFORMATION 0 Future Improvement Agreement
0 Grading Permit Application
0 Grading Submittal Checklist
0 Right-of-way Permit Application
Parcel Map No:
Lots:
Recordation :
IJ Right-of-way Permit Submittal Checklist Carlsbad Tract: and Information Sheet
0 Sewer Fee Information Sheet
H\woRq~~qd@&gp~@n=)@arlsbad, CA 92004-731 4 I. (760) 602-2720 FAX (760) %65@@ @
BUILDING PLANCHECK CHECKLIST
SITE PLAN
$ 5 1. Provide a fully dimensioned site plan drawn to scale. Show:
Right-of-way Width & Adjacent Streets
Driveway widths
Existing or proposed sewer lateral
Existing or proposed water service
Existing or proposed irrigation service
Existing & Proposed Structures
xisting Street Improvements
roperty Lines
0 0 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
r standards.
0 0 3. Include on title sheet: P A. Site address
B. Assessor’s Parcel Number
C. Legal Description
For commerciaVindustria1 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 DES C R I PTI 0 N
2 Rw. 7/14/00
BUILDING PLANCHECK CHECKLIST
2ND
0
0
3&
0
0
0
DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
4b. All conditions are in compliance. Date:
DEDICATION REQUl REMENTS
5. Dedication for all street Rights-of-way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $15,000, pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %” 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 Carls bad Municipal Code Section
18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the
3 H:\WORDIMXS\uiklbq Plnchgk CH51 Form (RIDDLE ~ HARVEY 7-12-W).doc Rev. 1ZR~
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
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:
0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $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:
0 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Future Improvement Agreement completed by:
Date:
0 0 0 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective
improvements found adiacent to buildinq site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
11.06.030 of the Municipal Code.
0 0 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
0 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. The Gradinq Permit must be issued and rouqh qradinq
approval obtained prior to issuance of a Buildinq Permit.
NOTE:
Grading Inspector sign off by:
7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
Date:
0 0
H:\WORD\WCS\CHKLST!Buildiw Planchedr Cklst Form (GENERIC 7-14-W).doc 4 RW. 7lluoO
BUILDING PLANCHECK CHECKLIST
1 sf o
n
0
Y
O
2ND 3RD no
00
00
on
00
00
on
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 andlor
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:
9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153,
for assistance.
Industrial Waste permit accepted by:
Date:
IO. 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.fl quired fees are attached
No 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" In service with 5/8" service.
5 Rev. 7l1uoO
BUILDING PLANCHECK CHECKLIST
0 If owner/developer proposes a size other than the "standard", then
ownerldeveloper 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.
0 Maximum service and meter size is a 2 service with a 2" meter.
0 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).
0 12b. 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 "Im,
and potable water is typically a circled "W". The irrigation service should
look like:
STA 1+00 Install 2" service and
1.5: meter (estimated 100 gprn)
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:
0 Hydraulic grade line
Elevation at point of connection (POC)
0 Pressure at POC in pounds per square inch (PSI)
0 Worse case zone (largest, farthest away from valve
0 Total Sprinkler heads listed (with gpm use per head)
0 Include a 10% residual pressure at point of connection
3. In general, all major sloped areas of a subdivisionlproject 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
BUILDING PLANCHECK CHECKLIST
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
0 0 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 fhe 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.
0 0 13. Additional Comments:
i
4- ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
0
17
Estimate based on unconfirmed information from applicant.
Calculation based on building plancheck plan submittal.
Add ress :
Prepared by: Date: Checked by: Date:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft./Units: EDU's:
Bldg. Permit No.
Types of Use:. Sq. Ft./Units: EDU's: -
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft./Units: ADT's:
Types of Use: Sq. Ft./Units: ADT's: -
FEES REQUIRED:
WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0' NO
1. PARK-IN-LIEU FEE PARK AREA & #:
FEE/UNIT: X NO. UNITS: =$
0 2. TRAFFIC IMPACT FEE
ADT's/UNITS: X FEE/ADT: =$
0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 - DIST. #2 - DIST. #3 - 1
ADT's/UNITS: X FEE/ADT: =$
0 4. FACILITIES MANAGEMENT FEE ZONE:
UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$
0 5. SEWERFEE
EDU's: X FEE/EDU: =$
BENEFIT AREA:
EDU's: X FEE/EDU: =$
0 6. SEWER LATERAL ($2,500) =$
0 7. DRAINAGE FEES PLDA HIGH /LO w
ACRES: X FEE/AC: =$
0 8. POTABLE WATER FEES
UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION
1 of2
Word\Docs\Misformt\Fee CsiculaUon Worksheet Rev. 711 4/00
CFD (idout) #-Date of participation: Remaining net dev acres:
Coastal Zone AssessmentEompIiance
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):
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #:
Coastal Permit Determination Form already completed? YES- NO-
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.
lnclusionary Housing Fee required:
(Effective date of lnclusionary Housing Ordinance - May 21 , 1993.)
YES -
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:\ADMIMCOUNTER\BldgPlnchkRevChklst Rev 9/01
1700
$00
no0
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 NOL
2. Project complies YES NO
Zoning:
1. Setbacks:
Front:
Interior Side:
Street Side:
Rear: Top of slope:
Required . 26 Shown 20
RequiredT- Shown 7. -c'
Required '7 Shown
Required - Shown
Required Shown c, ! b 'm 7 -
2. A ess ry structure setbacks:
Required Shown
Int lor Side: Required Shown
S e Side: Required Shown
ear: Required Shown X separation: Required Shown
3. Lot Coverage:
4. Height:
Required Epya Shown ZSF
Required Shown
5. Parking: Spaces Required 1, Shown "L-
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
Additional Comments
Rev 9/01
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER "4 DATE@rd2Y
H:\ADMIMCOUNTER\BldgPlnchkRevChklst
L IIV’. 908 S. CLEVELAND ST.
JRAL ENGINEERS OCEANSIDE. CA 92054
PH. 17603 966-6355
FX. (7601 966-6360
E-mail: dsiQsurfdsi.com
STRUCTURAL CALCULATIONS
FOR
Moody Residence
1784 Butters Rd.
Carlsbad, CA 92008
(DSI PROJECT NO. 04152.00)
(DESIGNER: Paul Longton)
JUNE 30,2004
ITEM
DESIGN CRITERIA
DESIGN LOADS
VERTICAL ANALYSIS
LATERAL ANALYSIS
SHEAR WALL DESIGN
TABLE OF CONTENTS
PAGE
1
2
374
5-6
7
Ounn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
.Moody Residence JOB
SHEET NO. I OF ~-
CALCULATED BY SRG DATE 4/04
CHECKED BY DATE
SCALE
IESIGN CR ITERIA
>ODE:
2001 California Building Code
SEISMIC:
Z= 0.4 (Zone4)
I= 1
>IO km from Type B Fault
SOIL TYPE = SI, (assumed)
R= 4.5 (wood shearwalls & Hardy Frames)
VIND:
YOOD:
Na =
Nv =
Ca =
1 .o
1.2
0.44
V= 2.5Ca IW/R
V = 0.24 W
V11.4= 0.175 W
70 MPH
EXPOSURE C
97 NDS
2x & 3x No. 2
>3x No. 1
LRFD
ASD
Design Loads
Ounn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355 Fax: (760) 966-6360
DEAD LOADS
JOB Moody Residence
SHEET NO. 7 OF
CALCULATED BY SRG DATE 4/04
CHECKED BY DATE
Exterior Interior
Partition
(psf) (PSQ
I
IESIGN LOADS
stucco-
Stone Cladding
518" Gyp
112" Gyp
318" Plywood
2x4 @ 16"o.c.
2x6 @ 16"o.c.
Batt Insulation
ROOF
I
10.0
4.4 2.2
1 .I
1 .I 1 .I
,educible
(0.2xThickness) 0.8 Miscellaneous 0.5 0.8
E Dead Loads 6.0 16.0
-
Design Loads *F
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
SHEET NO 5 OF
CALCULATED BY &Z.& DATE & ,/@I--
CHECKED BY DATE
Mark: H-\ Span= 4.5 ft OUniform Load
1 VERTICAL ANALYSIS I Level: +/+=
Members: +- s/h-&b+qG
Mark: b-t Span= 17 ft OUniform Load
w'=W=I)pIf
Plf Ibs
Ibs
- - w2=
P1=
P2=
- -
- -
R Left= = 3q27 Ibs R Right= = -27 Ibs
(Grade: z,PF +& I
Mark: Span = ft nuniform Load
Ibs
Ibs
- P2= -
R Left= - -
~~
Ibs v allow= Ibs V max = Ibs
- R Right= -
M allow= I b*ft
Aallow= in in Use:
M max = A TL=
IGrade:
JOB WflRW *-*
SHEETNO 9 OF DUNN SAVOIE INC.
STRUCTURAL ENGINEERS
OCEANSIDE, CA 92054
Email: dsi@surfdsi.com
908 S. Cleveland Street CALCULATED BY- DATE @//A
PH. (760) 966-6355 FAX (760) 966-6360 CHECKED BY DATE
Dunn Savoie Inc. Structural Engineers JOB Mfl/w
908 S. Cleveland St. SHEET NO. 5 OF
CALCULATED BY DATE e/$?? Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 CHECKED BY DATE
SCALE
LATERAL ANALYSIS 1
Roof:
L. Total-Roof Diaphragm Weight = 5< bqb Ibs ’ Floor:
Area of Floor
Total Weight of Floor =
Interior Wall Weight = - Exteri- -
Total Floor Diaphragm Weight
Ibs
Ibs
Ibs
Total Roof + Total Floor Diaphragm Weight = W = 57,696 Ibs
Seismic Desian; Design Base Shea r;
Seismic Zone: Y v = (CV)(l)(W) = I,% W
Dist. To Fault = &G km v = 2.5(Ca)(I)(W) = ,175 w-
z= ,q 1.4 (R)(T) SoilType: +
FaultType: Needs not exceed;
I= I’@ 14 R
R= 4.~
N,= 1,4 Minimum Base Sh ear;
N,= 1,Z ,m0 w Ca= 14’4 (Na)= -44 v= .lI(Ca)(l)(W) =
C,= .M (N,)= ,7&3 2
c, = 0.02 V = .8(Z)(Nv)(l)(W) = Ifl@ w
T = .02(h,).~~ = .m R
ThereforeV = -17G W = \0;897 Ibs
Load Distribution:
Level W h (w)(h) F
Roof k ft k*ft k (all directions)
Floor k ft k*ft k (all directions)
Total: 57, M,b k k*ft \fi &7 k
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
JOB "W W5G.
SHEET NO b OF
CALCULATED BY DATE 4t//e
CHECKED BY DATE
SCALE
]WIND ANALYSIS I
Exposure: L
I= I,/
cg= 125
4s = -J.LLL
C, = 1 ,p(d at 0'-I 5'
- at 15'-20' - at 20'-25' - at 25-30' - at 30'40'
T
Basic Wind Speed = 7g rnph
P, = \7.%psf at 0'-I 5'
P2 = - psf at 15'-20'
P, = - psf at 20'-25'
P4 = - psf at 25'-30'
p5= __ - psf at 30'-40'
Governing Lateral Forces I
Wind Desian Seismic Desian
Roof Level:
(N-S) direction: W2 Ibs (w Ibs governs
(E-W) direction: 59243 Ibs( 15 fl97 Ibs ++a-++w governs
Floor Level:
(N-S) direction : Ibs Ibs governs
(E-WI directina: IDS Ibs governs
Total Base Shear:
(N-S) direction: WZ Ibs< \O;OT7 Ibs ,I, ++zia4[& governs
(E-W) direction: 592.8 Ibs( 1,),/97 Ibs ,', G+Z.GM'I& governs
_j '4 r49Y +Z&G! .- JOB Wfl Duqn Savoie Inc.
7 -- OF SHEET NO. Structural Engineers
Oceanside, CA 92054
Tel: (760) 966-6355
908 S. Cleveland St. CALCULATED BY DATE */d
,I CHECKED BY DATE
Fax: i760) 966-6360 SCALE
1 Shear Wall Design 1
Seismic Governed Design
Level:
Direction: t-\/+ . * Lateral Force / Overall Floor Area = v = \ $ @7 = &-E-+ psf
Zwt*
Line
*5 ft2 - - Tributary Area, T.A. = bCp/2)(9s,5)+ z(((d,~;)+q,-&\) -2/25 \ = 7/& Ibs - Ibs Total Load, T.L. = = Ibs
Plf
I - Load, (v)(T.A.) = +,ti34 [ 5&+1 Other Loads = -
Shear Wall Length, L = =+ ft T.L./L = "A' =5
per Shear Wall Schedule
Overturnma:
Shear Panel Length = =q ft
1b,5Zp ft-lb
Net Moment = I LWR- \*a a = 15, IyB ft-lb
- - OT Moment = ~fi (b)
Resisting Moment = ,g)rlb(6)+ 15(14/~)1/,4) (5.5/2) - - ~&w ft-lb
Uplift = (4,,y@/~,s = q$z6 Ibs
Use:
ft2 - Tributary Area, T.A. = -
Load. fvMT.A.)= - Ibs - . , I. I Ibs - Other Loads = -
Ibs
ft
- Total Load, T.L. = -
T.L./L = -
- - Shear Wall Length, L =
Dlf -
IUse: ( )per Shear Wall Schedule I
Overturnina:
ft
ft-lb
- Shear Panel Length = - - OT Moment = -
ft-lb
ft-lb
- Resisting Moment = -
Net Moment = -
Uplift = -
-
Ibs -
Use:
GENERAL INFORMATION ___________-___-___
Conditioned Floor Area ..... 1902 sf
Building Type .............. Single Family Detached
Building Front Orientation. Front Facing 135 deg (SE)
Number of Dwelling Units ... 1
Number of Stories. ......... 1
Floor Construction Type .... Slab On Grade
Glazing Percentage ......... 9.9 % of floor area
Average Glazing U-factor ... 0.55 Btu/hr-sf-F
Average Glazing SHGC ....... 0.65
Average Ceiling Height ..... 8 ft
Construction Type ......... New
Component
Type ------------
Wall
Wall
Door
Roof
SlabEdge
SlabEdge
Frame
Type
Wood
Wood
None
Wood
None
None
-------
Orientation
_----a-
Window
Window
Window
Window
Window
Window
Window
_______-___--
Right (NE)
Right (E)
Front (SE)
Front (S)
Left (SW)
Back (NW)
Hor z
Cavity Sheathing
R-value R-value -------- --------
R-11 R- 0
R-13 R- 0
R- 0 R- 0
R-17.8 R-0
R- 0 R- 0
R- 0 R- 0
Total Assembly
R-value U-factor Location/Comments ------- ------- ........................
R-11 0.098
R-13 0.088
R- 0 0.330
R-17.8 0.054
F2=0.760 Attic
F2=0.510 Attic
Area
(sf) -----
24.0
14.0
21.0
14.0
56.0
52.0
8.0
FENE S T RAT I ON
U- Interior
Factor SHGC Shading
0.550 0.650 Standard
0.550 0.650 Standard
0.550 0.650 Standard
0.550 0.650 Standard
0.550 0.650 Standard
0.550 0.650 Standard
0.550 0.650 Standard
---_-- -----_ ________-
Exterior
Shading
Standard
Standard
Standard
Standard
Standard
Standard
Standard
-________
Over -
hang / Fins ----- -----
None
None
None
None
None
None
None
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Inspectid Request Line (760) 602-2725
Plan Check Revision Permit No:PCR04208
Job Address: Permit Type: PCR Status: ISSUED
Parcel No: 1562703800 Lot #: 0 Applied: 1111 812004
Valuation: $0.00 Construction Type: NEW Entered By: KG
Reference #: Plan Approved: 12/06/2004
Issued: 12/06/2004
Project Title: MOODY RES TRUSS TO CONV. Inspect Area:
1787 BUTTERS RD CBAD
CONVENTIONAL
Applicant: MOODY MARC A&TAMARA J
1787 BUTTERS RD
CARLSBAD CA 92008
Owner:
MOODY MARC A&TAMARA J
1787 BUTTERS RO
CARLSBAD CA 92008
Plan Check Revision Fee
Additional Fees
$120.00
$0.00
~
Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $1 20.00
FINAL APPROVAL
Inspector: Date: C I ea ra n ce :
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.m You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. 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 feedexactions 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
feeslexactions of which YOU have Dreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othelwise expired.
EsGil Corporation
In Partnership with Government for @uil&ng safety
DATE: December 2,2004
JURI SDl CTl ON : Carlsbad oq- Zoe
PLAN CHECK NO.: 04-1884 REV (PCR-) SET: I
PROJECT ADDRESS: 1787 Butters Road
PROJECT NAME: Moody Addition(s)
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction’s building codes.
0
0
0
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:
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
REMARKS: Reviewed sheets S-4 2% S-5 only.
By: Bryan Zuppiger Enclosures:
Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1 1 /22/04 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576
.-
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
Carlsbad 04-1884 REV (PCR041884)
December 2, 2004
PALUATION AND PLAN CHECK FEE
cb By Ordinance
JURIS D I CTI 0 N : Carlsbad
(PCR041884)
PLAN CHECK NO.: 04-1884 REV
PREPARED BY: Bryan Zuppiger DATE: December 2,2004
BUILDING ADDRESS: 1787 Butters Road
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
1 I- 1
Plan Check Fee by Ordinance V I $120.00]
Type of Review: 0 Complete Review 0 Structural Only
0 Repetitive Fee Repeats
0 Other a Hourly I 11 Hour*
Esgil Plan Review Fee
Based on hourly rate
Comments:
macvalue.doc
DUNN SAVOIE INC.
STRUCTURAL ENGINEERS 908 S. CLEVELAND ST.
OCEANSIDE, CA 92054
PH. C7603 966-6355
FX. C7603 966-6360
E-mail: dsi@surfdsi.com
I’ L
STRUCTURAL CALCULATIONS
FOR
Moody Residence
1784 Butters Rd.
Carlsbad, CA 92008
ITEM
(DSI PROJECT NO. 04152.00)
(DESIGNER: Paul Longton)
NOVEMBER 9,2004
TABLE OF CONTENTS
DESIGN CRITERIA
DESIGN LOADS
FRAMING KEY PLANS
VERTICAL ANALYSIS
PAGE
1
2
394
5-8
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355 .
Fax: (760) 966-6360
JOB Moody Residence
CALCULATED BY SRG DATE I\ /04
CHECKED BY DATE
SHEET NO. OF
SCALE
DESIGN C R ITERM
:ODE:
2001 California Building Code
SEISMIC: z= 0.4 (Zone4)
I= 1
>IO km from Type B Fault
SOILTYPE= SD (assumed)
R=, 4.5 (wood shearwalls & Hardy Frames)
Na = 1 .o
Nv = 1.2
Ca = 0.44
VIND:
VOOD:
V= 2.5Ca IWIR
V = 0.24 W
V11.4 = 0.175 W
70 MPH
EXPOSURE C
97 NDS
2x & 3x No. 2
>3x No. 1
LRFD
ASD
Design Loads rev 11-05-04+
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
JOB Moodv Residence
SHEET NO z- OF
CALCULATED BY SRG DATE 1 1/04
CHECKED BY DATE
WALLS
0.2xThickness
Z Dead Loads I 6.0 I 16.0
Design Loads rev 1 1 -05-04+
EXIST1 NC
DINING ROOM
r-
I
!.
t
/
++ 4’-0’ x 4’-(
BEDRC 7 OM
/ I I I\
EXISTING
DINING ROOM
EXIST.
A :ESS TT1cE
Dunn Savoie inc.
Structural Engineers
908 S. Cleveland St. .
Oceanside, CA 92054 Tel: (760) 966-6355
Fax: (760) 966-6360
JOB Moody Residence
SHEET NO. cj OF
CALCULATED BY SRG DATE NOV-04
CHECKED BY DATE
I VERTICAL ANALYSIS 1
Level:
Members: p+p-/- <G
Mark: PI Span= 0 ft BUniform Load
=+ w1= d>W)(w/,A
Plf - w,= -
Mark: &y-! Span= 9 ft wniform Load
Ibs
R Left= = 3~ Ibs
R Right= = 98 Ibs
- P,= -
Mark: C5-z Span= 5 ft OUniform Load
Ounn Savoie Inc.
Structural Engineers
908 S. Cleveland St
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
JOB Moody Residence
SHEET NO. ID OF
Level:
Members: +--
Mark: #-I Span= 1% ft UUniform Load
R Left= = Ibs 'b
R Right= = 77(41 Ibs k'
Mark: #E-2 Span= 9.G ft OUniform Load
Grade: W -I/ 4t-2
Mark: Span = ft OUniform Load
CALCULATED BY SRG DATE NOV-04
CHECKED BY DATE
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
JOB Moodv Residence
SHEET NO -I OF
CALCULATED BY SRG DATE NOV-04
CHECKED BY DATE
Level: m&
Members: /qp&
Mark: p- \ Span= G,G ft UUniform Load
A
Dunn Savoie Inc.
Structural Engineers
908 S. Cleveland St.
Oceanside, CA 92054
Tel: (760) 966-6355
Fax: (760) 966-6360
JOB Moody Residence
SHEET NO. V OF
CALCULATED BY SRG DATE NOV-04
CHECKED BY DATE
Level:
Members:
Mark: b-i Span = I+ ft C]Uniform Load
Mark: k?L Span= B ft OUniforrn Load
Mark: Span = ft OUniform Load
I
Ibs
Ibs
- R Left= .- R Right= - -
Vmax = Ibs
M max = Ib*ft A TL= in Use: I Grade:
4
-J
\ _- 4. a
. ..
R h