HomeMy WebLinkAbout2552 NAVARRA DR; C; CB043592; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
10-2i-200X'__~4_~3w Residential Permit Permit No: CB043592
Building Inspection Request Line (760) 602-2725
Job Address: 2552 NAVARRA DR CBAD
Permit Type: RESDNTL Sub Type: RAID Status: ISSUED
Parcel No: 216200261 Lot #: 0 Applied: 09/16/2004
Valuation: $1,450.00 Construction Type: NEW Entered By: SB
Occupancy Group: . Reference #: Plan Approved: 10/27/2004
# Dwelling Units: 0 Structure Type: Issued: 10/27/2004
Bedrooms: 0 Bathrooms: 0 Inspect Area:
Project Title: TESMER RES REMOVE BEARING Orig PC#:
WALLS AND ADD BEAMS Plan Check#:
Applicant: Owner: -
SWINEHART FAMILY TRUST 09-04-01 SWINEHART FAMILY TRUST 09-04-01
2552 NAVARRA DR #8 - 2552 NAVARRA DR #B I
CARLSBAD CA 92009 CARLSBAD CA 92009'-
/
Building Permit ./ ) "$29.73 Meter Size / \.- ) Fee Add'l Building Permit Fee $0.00 Add'l Red. Water Con.. $0.00
Plan Check / .' ,- $19.32 Meter Fee " ). -- \ '$¼, / $000J- SDCWAFee'. .--
$0.00
Add'l Plan Check Fee j
Plan Check Discount / - '-.. / $0.00'J CFDaoff Fee \ \(J \
$0.00
$0.00
Strong Motion Fee / / $1.00 ' PFE \ -/ ¼ $0.00
Park in Lieu Fee
Park Fee
,,-- -- / $0.00. ..PFF (CFD Fund) -
/ \.. $0.00- Tax, --License _>b,/
$0.00
$0.00
LFM Fee - N $0 00- License Tax (CFD Fund) -' $0.00
Bridge Fee "k$0 00 Traffic Impact Fee
' - $000
Other Bridge Fee
BTD #2 Fee , $0.00 -jraffic Impact (CFD Fund).- ., /
'N $O.00. Fee /;
$0.00
$0.00
BTD#3 Fee
.ASidewalk .1-'
... f$0.O0 PLUMBING TOTAL\. J $0.00
Renewal Fee ¼ I $0.00 \, ELECTRICAL: TOTAL / $20.00
Add'I Renewal Fee
Other Building Fee
'J$0.00 ( \ MECHANICAL TOTAL'.' $0.00
$0.00 $0.00 \ Housing lmpct Fee>.?' / ./
Pot. Water Con. Fee \ \. --.... $000 Háusing InLieu Fee
'
/ $0.00
Meter Size \ N / \Housing.Credit Fee j . $0.00
Add'l Pot. Water Con. Fee '\ / $0.00 waster Drainage Fee/ / $0.00
Red. Water Con. Fee '$ / / 'Additional \ ees'
0.00lCOPSeierFèe $0.00
F ') , / \ \\ .--- . - N ' TOTAL PERMIT FEES \ \., / -
$0.00
$70.05
Total Fees: $70.05. TotalPayments To Date: ') / $50.00 Balance Due:
.7
$20.05
4199 10/27/04 0002 01 02
Ct3P
FINAL APPROVAL
Inspector: ,/L.- Date: /2 --iC 0f Clearance:
20.05
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 requred information with the City Manage for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
PERMIT APPLICATION
CITY ÔFCARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO.__19437-
- EST. VAL.
Plan Ck. Deposit
Validated By________________________
Date c
.
Address (include Bldg/Suite #) Business Name (at this address)
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units :5-f I.- .J.i - I -."
Parcel # Proposed Use - -
of Work #of Bathgqms Va..__000
Name Address . . City State/Zip Telephone # Fax #
Name '' Address -' City " State/Zip Telephone #
Name Address City State/Zip telephone #
I5TCONTRACTORCOMPANY
(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 Sect' n 705 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001).
Name
State License #
,Address
License Class
City State/Zip
City Business License #
Designer Name Address City State/Zip Telephone
State License #
.WORCOMPENSATN TT.- 1, • .. ..-
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
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.
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)
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
Li TJOWNER BUILDER DECLARATION 'TTJ
I heieby affirm that I am exempt from the Contractor's License Law for the following reason:
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 purposeof sale).
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).
I am exempt under Section Business and Professions Code for this reason:
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 14 YES ONO 19i have not) signed an application for a building permit for the proposed work.
I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number / 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 / address I phone
number / contractors license number):
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work):
PROPERTY OWNER SIGNATURE .'%,/DATE
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 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? 0 YES 0 NO
Isthe 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.
f4 CONSTRUCTlON: LENDING AGENCY
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 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 Cite 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 IA' thçuiIding Off al under the provisionppf this Code shall expire by limitation and become null and void if the building or work' authorized by such permit is not comcjen/1l within 18jlays)rom the dat,of~cn orBiithe building or work authorized by such permit ispuspened or abandoned
at any time after the work is cmene4Korppero8ojdays (SectiojiI1 ilding Code). . I - I I
APPLICANT'S SIGNATURE \:sL_4c XJ L.-\ - - DATE- 0
WHITE: File YELLOW: Applicant -- PINK: Finance
City of Carlsbad Bldg Inspection Request
For: 12/14/2004
Permit# CB043592 Inspector Assignment: PD
Title: TESMER RES REMOVE BEARING
Description: WALLS AND ADD BEAMS
Type: RESDNTL Sub Type: RAD
Phone: 7605059793
Job Address: 2552 NAVARRA DR
Suite: Lot 0
Location: Inspec
APPLICANT SWINEHART FAMILY TRUST 09-04-01
Owner:
Remarks:
Total Time: Requested By: ERIC
Entered By: CHRISTINE
CD Description Act4 Comment
19 Final Structural I
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs/CVs
Inspection History
Date Description Act Insp Comments
11/19/2004 17 Interior Lath/Drywall AP PD
11/16/2004 14 Frame/Steel/BoltinglWelding AP PD
EsGil Corporation
In (Partners/lip wit/i government for(Building Safety
DATE: October 18,2004
JURISDICTION: Carlsbad
PLAN CHECK NO.: 043592
PROJECT ADDRESS: 2552 Navarra Drive
PROJECT NAME: Tesmer Condo Remodel
SET: II
U PPJANT
13
U PLAN REVIEWER
O FILE
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.
LII 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 applicants copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
LI Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted:
Date contacted: (by: )
Mail Telephone Fax In Person
LI REMARKS:
By: Bryan Zuppiger
Esgil Corporation
0 GA El MB DEJ [:1 PC
Telephone #:
Fax #:
Enclosures:
10/08/04 tmsmt
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 Fax (858) 560-1576
EsGil Corporation
In cPartners flip wit/i government for Bui(&ng Safety
DATE: October 1, 2004
JURISDICTION: Carlsbad
PLAN CHECK NO.: 043592
PROJECT ADDRESS: 2552 Navarra Drive
PROJECT NAME: Tesmer Condo Remodel
SET:I
ANT
O PLAN REVIEWER
O FILE
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.
E 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 checklist is enclosed for the jurisdiction to forward td the applicant
contact person.
The applicant's copy Of the check list has been sent to:
J Michael Winfield
P 0 Box 2466 Carlsbad CA 92018
LI 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 ôompleted.
Person contacted: J Michael Winfield
Date contacted: 10114If(by: 44 )
Mail ('Telephone V" Fax Vin Person
LI REMARKS:
Telephone #: 760 433 4300
Fax#: 740 — q33 —q300
By: Bryan Zuppiger Enclosures:
Esgil Corporation
0 GA El MB DEJ 0 P 09/20/04 trnsmtl.doL
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
Carlsbad 043592
October 1, 2004
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 043592 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2552 Navarra Drive
FLOOR AREA: See Below
Replace bearing walls with beams
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: October 1, 2004
FOREWORD (PLEASE READ):
STORIES: n/a occurs within existing
HEIGHT: n/a occurs within existing
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 09/20/04
PLAN REVIEWER: Bryan Zuppiger
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, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Carlsbad 043592
October 1, 2004
. PLANS
1. Please make all corrections on the original tracings, as requested in the correction
list. Submit two sets of plans for residential projects. For expeditious processing,
corrected sets can be submitted in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to the
City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA
92008, and (760) 602-2700. The City will route the plans to EsGil
Corporation and the Carlsbad Planning, Engineering and Fire Departments.
Bring one corrected set of plans and calculations/reports to EsGil
Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123,
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.
2. The person responsible for their preparation must sign all final sheets of plans.
(California Business and Professions Code).
3. 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).
. FIRE PROTECTION
4. When the valuation of a room addition or repair exceeds $1,000 show locations
of permanently wired smoke detectors with battery backup in the new and
existing construction, except that smoke detectors added at existing construction
need only be battery powered. Section 310.9.1.2: Or provide a note to this
effect on the plans.
Inside each bedroom.
Centrally located in corridor or area giving access to sleeping rooms.
On each story.
When sleeping rooms are upstairs, at the upper level in close proximity to
the stair.
In rooms adjacent to hallways serving bedrooms, when such rooms have
a ceiling height 24 inches or more above the ceiling height in the hallway.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit.
Section 310.9.1.
5. Beam B-102 and the blocking are missing from the plans.
6. Please detail the saddle and connection for the doubled beams on the plans.
Carlsbad 043592
October 1, 2004
To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego; California 92123; telephone number of
858/560-1468, to perform the plan review for your project. If you have any
questions regarding these plan review items, please contact Bryan Zuppiger at
Esgil Corporation. Thank you.
Carlsbad 043592
October 1, 2004
VALUATION AND PLAN CHECKFEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 043592
PREPARED BY: Bryan Zuppiger DATE: October 1, 2004
BUILDING ADDRESS: 2552 Navarra Drive
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
remodel 50 29.00 1,450
Air Conditioning
Fire Sprinklers
TOTAL VALUE 1,450
Jurisdiction Code Icb lBy Ordinance
PIZI Bldg. Permit Fee by Ordinance I $29.73 I
Plan check Fee by Ordinance I $19.321
Type of Review: F±1 Complete Review Structural Only
Repetitive Fee 0 Other 0
Repeats
Hourly Hour *
Esgil Plan Review Fee I $16.651
Comments:
macvalue.doc
CONCORDE CONSULTING GROUP, INC.
ENGINEEERING & CONSTRUCTION MANAGEMENT
3505 CAMINO DEL RIO SOUTH, # 350
SAN DIEGO, CA 92108
PH: (619) 516-3377 FAX: (619) 516-3388
MEMORANDUM/FAX COVER SHEET
TO: FROM:
KRtPA
COMPANY: DATE:
07/26/04
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
1
PHONE NUMBER: SENDER'S REFERENCE NUMBER:
YOUR REFERENCE NUMBER;-
RE: TSIIER CON10
X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY 0 PLEASE RECYCLE
notes/Comments
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Concorde Consulting Group, Inc
3505 Camino Del Rio South, #350, San Diego, CA 92108
Tesmer Condo Floor
100 Prepared by: KMK Date: 7/30/04 BeamChek 2.2
Choice 4x 10 DF-L #2 BASE Fb = 875 ADJ Fb = 1313
Conditions '91 NDS
Min Bearing Area R1=5.1 in R2=5.1 in DLDefl<0.01 in.
Beam Span 3.0 ft Reaction 1 3201 # Reaction I LL 1821 #
Beam Wt perft 7.87 # Reaction 2 3201 # Reaction 2 LL 1821 #
Bem Weight 24 # Maximum V 3201 #
Max Moment 2401'# Max (Reduced) 1556 #
TL Max Defl L / 240 TL Actual Defi L/>1000
LL Max Defi L/ 360 LL Actual Defl L / >1000
Section (in 3) Shear (in 2) TL Defi (in) LL Defi
49.91 32.38 0.01 <0.01
21.95 19.65 0.15 0.10
OK OK OK OK
44% 61% 7% 6%
Fb (psi) Fv (psi) E (psi x mu) FcJ.. (psi)
Base Values 875 95 1.6 625
Base Adjusted 1313 119 1.6 625
CF Size Factor 1.200
Cd Duration 1.25 1.25
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self-weight into the calculations.
-
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads Uniform IL: 2126 =A Uniform LL: 1214
I Uniform Load A I
RI = 3201 R2 = 3201
SPAN = 3 FT
Uniform and partial uniform loads are lbs per lineal ft.
Concorde Consulting Group, Inc
3505 Camino Del Rio South, #350, San Diego, CA 92108
Tesmer Condo Floor
101 Prepared by: KMK Date: 7/30/04 BeamChek 2.2
Choice 6-3/4x 9 GLB 24F-V4 DFIDF BASE Fb = 2400 ADJ Fb = 3000
Conditions
Min Bearing Area RI= 14.8 in R2= 14.8 in DL Defl 0.19 in Suggested Camber 0.28 in
Data Beam Span 9.0 ft Reaction 1 9633 # Reaction I LL 5463 #
Beam Wt per ft 14.76 # Reaction 2 9633 # Reaction 2 LL 5463 #
Beam Weight 133 # Maximum V 9633 #
Max Moment 21675# Max V (Reduced) 8028 #
TL Max Defi L /240 TL Actual Defl L /253
LL Max Defi L I 360 LL Actual Defi L/446
Attributes Section (in 3) Shear (in 2) TL Defi (in) LL Defl
Actual 91.13 60.75 0.43 0.24
Critical 86.70 50.70 0.45 0.30
Status OK OK OK OK
Ratio 95% 83% 95% 81%
Values
Adjustments
Fb (psi) Fv (psi) E (psi x mil) FcJ.. (psi)
Base Values• 2400 190 1.8 650
Base Adjusted 3000 238 1.8 650
Cv Volume 1.000
Cd Duration 1.25 1.25
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self-weight into the calculations.
Loads Uniform TL: 2126 =A Uniform LL: 1214
I Uniform Load A I
R1= 9633 R2 =9633
SPAN =9 FT
Uniform and partial uniform loads are lbs per lineal ft.
Concorde Consulting Group, Inc
3505 Camino Del Rio South, # 350, San Diego, CA 92108
Tesmer Condo Floor
102 Prepared by: KMK Date: 7/30/04 BeamChek 2.2
Choice 4x 10 DF-L #2 BASE Fb = 875 ADJ Fb = 1313
Conditions '91 NDS
Min Bearing Area RI= 0.7 in R2= 0.7 in DL Defi 0.02 in
Beam Span 9.0 ft Reaction 1 454 # Reaction I LL 239 #
Beam Wt per ft 7.87 # Reaction 2 454 # Reaction 2 LL 239 #
Beam Weight 71 # Maximum V 454 #
Max Moment 1022'# Max V (Reduced) 377 #
TL Max Defl L / 240 TL Actual Defl L/>1000
LL Max Defi L / 360 LL Actual Defl L/>1000
Data
Section (in 3) Shear (in2) TL Defi (in) LL Defi
49.91 32.38 0.04 0.02
9.35 4.76 0.45 0.30
OK OK OK OK
19% 15% 9% 7%
Fb (psi) Fv (psi) E (psi x mil) Fci. (psi)
Base Values 875 95 1.6 625
Base Adjusted 1313 119 1.6 .625
CF Size Factor 1.200
Cd Duration 1.25 1.25
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BeamChek has automatically added the beam self-weight into the calculations.
Attributes
Actual
Critical
Status
Ratio
Values
Adjustments
Loads Uniform TL: 93 =A Uniform LL: 53
I Uniform Load A I
R1 454 R2=454
SPAN =9 FT
Uniform and partial uniform loads are lbs per lineal ft.
-
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TO:
Mike Winfield
ARCHITURA
Architect, Carlsbad
INVOICE: Tesoro remodel
INVOICE NUMBER: 04-199
DATED: 7/30/04
ENGINEERING SERVICES (CONTRACT VALUE)
RETAINER RECEIVED
CURRENT INVOICE (100% OF VALUE)
TOTAL DUE
PLEASE SUBMIT PAYMENTS TO:
CONCORDE CONSULTING GROUP, INC
3505 CAMINO DE RIO SOUTH, # 350
SAN DIEGO, CA 92108
$ 700.00
$ 0.00
700.00
$ 700.00
Concorde Consulting Group, Inc
3505 Camino Del Rio South, #350, San Diego, CA 92108
Tesmer Condo
Choice
Conditions
Data
Prepared by: KMK Date: 7/30/04 BeamChek 2.2
6x 6 DF-L #1 Wood Column
Using values for 5x + solid sawn, Posts and Timbers.
Reaction. 9633 # Column Area 30.25 in Kf 1.00
Actual Height 8.0 ft le dl Effective Ht 96 in C 0.80
Unbraced dl 8.0 ft le d2 Effective Ht 96 in KcE 0.30
Unbraced d2 8.0 ft Ke Buckling Mode 1.0 FcE 1576
FcII(psi) E (psi xmil) A yies and veque ¼UIIUUuIuuI9 U ID 5.5 IIItuID
le/d psi Area (in 2)
Actual 17 318 30.25
Critical 50 821 11.73
Status OK OK OK
Ratio 34% 39% 39%
Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 318 psi.
CONCORDE CONSULTING GROUP, INC.
ENGINEEERING & CONSTRUCTION MANAGEMENT
3505 -CAMINO DEL RIO SOUTH, # 350
SAN DIEGO, CA 92108
PH: (619) 516-3377 FAX: (619) 516-3388
MEMORANDUM/FAX COVER SHEET
TO:
p4IcC !JPA
COMPANY- - DArn ARC is ITO$% 09/13/04
FMI NUMBX TOTAL NO. Of PAGES CNCLUbtNC COVER:
PT.TONE NUMflIU(i SENDERS REFERRINCE NtMBnR! -
YOUR ZtEFEkPNC1 NUMBlII,
X UkOENT X FOR REVIEW X PLEASE COMMENT X PJ.EASF, REPLY 0 PLEASE RECYCLfl,
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Concorde Consulting Group, Inc
- 3505 Camino Del Rio South, # 350, San DiegO, CA 92108
Tesmer Condo Roof
101 Prepared by: KMK Date: 9/13/04 fleamChelc 2.2 I
ctio/s F 6.314* 10-112 GLB 24F-V8 DF/DF
- BASE Fb 2400 ADJ Fb = 3000
ConditiOng Overhang,
MIfl tsearing Area Kim 1$ in"Ka= xi. in- UL.Leii -
u.i'Irl
Beam Span 9.0 ft Reaction 1 9280 # Reaction I IL 5256 #
Beam Wt per ft 17.220 Reaction 2 137604 Reaction 2 LL 7794 #
Beam Weight 185 U MaxlmurnV 10009 U Overhang Length 1.75 ft
Max Moment 20086 'U Max V (Reduced) 8`1340 Total Beam Length 10.75 ft
TLMaxDell 1/240 Tl Actual Detl 1/442 OHTL Actual Defl 1/319
LL Max Dell L /360 IL Actual Dell 11779 OH LL Actual Dell L/564
Lds
Section (!) Shear (W) TI Dell (in) LL Dell OH TI Deli OH LL ON - 124.03 70.88 024 0.14 -0.13 .0.07
80.34 $1.37 0.45 0.30 0.17 0.12 OK OK OK OK OK OK
65% 72% 54% 46% 75% 64%
Fb (psi) Fv (psi) E (psi x mit) Fr, —I (psi) - Base Values 2400 190 1.6 650 Base Adjusted 3000 238 1.8 650 - Cv Volume 1.000 --
Cd Duration 125 125
Cr Repetitive
Ch Shear Stress
Cm Wet Use
BaemChek has automatically added the beam self-weight into the calculations.
Uniform TI: 2128 A Uniform IL: 1214 (Uniform Ld on Backspan Only) Par Unit LL Per Unit TL Start End 1214 tc=2126 (OH) 0 1.75
.4ttnbutes
Actual
Critical
Status
Ratio
Velues
Adiusfnrrents
RI =9280 R260 BACKSPAN=gpr OH1.75FT Uniform and partial uniform loads are lbs per lIneal ft. Overhanging load distances are from R2.
2 14Y. ' G& 64&r1
It 4Mf ?Z~ 1: 2€;c:
NO EXCEPTION TAKEN j< MAKE CORREC1IONS NOTED fJ
REJECTED 0 REVISE AND RESUBMIT 0
SUBT SPEC1FIED ITEM 0
CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE
INOATION GNERIN1}ECONTRTDOCUNENIS. ANY ACTION $HOVN IS
SUBJECT TO THE REQIMEIENTS OF TIE PLANS AND SPECIFICATIONS.
CONIMCTOR IS RESPONSIBLE FOft DIMENSIONS WHICH SHALL BE
COED A10 CORRELATED AT lIE JOB SITE FABRICATION PROCESSES
AND TECH9QJES OF COMM, COORONATION OF HIS WORK WITH
1MAT OF ALL OTHER 1RADESAND TiE $ATISFACTORY PERFORWICE OF HIS
WORI
ARCHITURA
Architects
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